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HomeMy WebLinkAboutSDP202200022 Plan - Revision 2022-05-201 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 J H G F E D C B A SITE DATA: ENGINEER: TIMMONS GROUP MOUNTAIN VIEW ELEMENTARY SCHOOL 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA22903 TELEPHONE: 434- 32 7-1688 CONTACT: CRAIG KOTARSKI, P.E. TESSA. PHILLIPS@Tl MMONS.COM TAX MAP PARCEL: 09100-00-00-01300 LIMITS OF DISTURBANCE: 3.95 AC ZONING: R1 - RESIDENTIAL EC - ENTRANCE CORRIDOR Al -AIRPORT IMPACT AREA MAGISTERIAL DISTRICT: SCOTTSVILLE SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP, NOV 2021 BENCHMARK: BENCHMARK A: LOCATED OFF EASTERN SIDE OF BUILDING, CLOSE TO FIRE HYDRANT. ELEVATION = 588.17 BENCHMARK B: LOCATED AT NORTHERN STOP SIGN ELEVATION = 580.50 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET BUILDING SETBACKS: FRONT: 5BUILDING SETBACK FROM ROW SIDE: S BUILDING SETBACK REAR: 20' BUILDING SETBACK BUILDING HEIGHT: MAX. 35' BUILDING AREA: 84,200 +/- SF (EXISTING) 9,350 +/- SF (PROPOSED) 93,550 +/- SF (TOTAL) PROPOSED USES: CLASSROOM ADDITIONS, PARKING, AND BUS LOOP EXISTING PARKING: 145 SPACES TOTAL POST DEVELOPMENT PARKING PROVIDED: 169 SPACES TOTAL IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 1.35 AC WETLAND IMPACTS: NONE UTILITIES: ACSA DRAINAGE DISTRICT: MOORES CREEK THERE ARE MANAGED STEEP SLOPES ON THE PROPERTY. NONE ARE LOCATED WITHIN THE LIMITS OF DISTURBANCE. ALL PROPOSED CONSTRUCTION ACTIVITIES COMPLY WITH SECTION 30.7. THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN. REQUIRED FIRE FLOW: EXISTING BUILDING SQUARE FOOTAGE: 97,779 SF PROPOSED ADDITION SQUARE FOOTAGE: 108,735 SF TOTAL: 201,514 SF BUILDING CONSTRUCTION TYPE: IIB (SPRINKLERED) REQUIRED FIRE FLOW BASED ON VIRGINIA STATE FIRE PREVENTION CODE, APPENDIX B, TABLE B105.1(2) AND B105.2: 8,000 GPM X 0.25(FOR SPRINKLERED BUILDING) = 2,000 GPM SIGNATURE PANEL: APPROVAL DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS E911 DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF HEALTH ARCHITECTURAL REVIEW BOARD MAJOR SITE PLAN AMENDMENT SDP2O22OOO22 COUNTY OF ALBEMARLE, VIRGINIA SCOTTSVILLE DISTRICT 05/20/22 6C Mill C,cek ' �F �a Cree Dr 10, Q Q 9 C} `Vl 4G Q `� L " 1 �' 40 m <<restQa PROJECT LOCATION f0 �a S end 9�n0via�� �o ,}� 5cottsv�l\e R 3 A 3 Shdl P66je � � r o 120 c o �r�0 VICINITY MAP SCALE 1:1000 OWNER: ALBEMARLE COUNTY SCHOOL BOARD 401 MCINTIRE RD CHARLOTTESVILLE, VA 22902 CONTACT: SHEILA HOOPMANN TELEPHONE: (434) 975-9340 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 Sheet List Table Sheet Number Sheet Title C0.0 COVER C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C1.2 NOTES & DETAILS C2.0 OVERALL EXISTING CONDITIONS C2.1 EXISTING CONDITIONS C2.2 EXISTING CONDITIONS C2.3 EXISTING CONDITIONS C2.4 DEMOLITION PLAN C2.5 DEMOLITION PLAN C2.6 DEMOLITION PLAN PC4.. OVERALL LAYOUT PLAN C4.1 LAYOUT & UTILITY PLAN C4.2 LAYOUT & UTILITY PLAN C4.3 LAYOUT & UTILITY PLAN C5.0 GRADING & DRAINAGE PLAN C5.1 GRADING & DRAINAGE PLAN C5.2 GRADING & DRAINAGE PLAN C6.5 STORMWATER DESIGN TABLES AND CALCULATIONS C7.0 UTILITY PROFILES C7.1 STORM SEWER PROFILES L1.0 OVERALL LANDSCAPE PLAN L1.1 DETAIL LANDSCAPE PLAN L1.2 DETAIL LANDSCAPE PLAN L1.3 DETAIL LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS L3.0 OVERALL HARDSCAPE PLAN L3.1 DETAIL HARDSCAPE PLAN L3.2 DETAIL HARDSCAPE PLAN L3.3 DETAIL HARDSCAPE PLAN L3.4 DETAIL HARDSCAPE PLAN L3.5 DETAIL HARDSCAPE PLAN L4.0 HARDSCAPE NOTES AND DETAILS TOTAL NUMBER OF SHEETS: 33 Mo E o IL N U Q C 311 >E O _a3E '3 w N 0 3 m M s -+ UM OJ ♦ • O N O ♦ Z N� ♦ N M ♦ • V 7 X O f) Q N � O V C N �A J Q C O rl N M v M d � � J O W l0 ~ w 'z O Z Qw0w 0- 0-ZU2 U U)QWO W > 0- 0- U 0 U) Z O 2 2 } Co N N O N O N U1 Q U) uj 0 Z Y _O U) Q 2 W 0' N O aO N qtD 0 O N U) o U) Y Uj U H W 0 U) Z 0 Z 0 y 9U Q � W w � 2 0 0- 0 � 0 U I- RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 "NO Ooo (J CRMGW J. KOTARSKI Lie. No. 04 204 507 AZe �1201 J 0 0 U Q z LL] 75 Lu J g Z W 0 >z Z O U z J a LU 0LU Q L Co O �Q U I- U U Z W O Q ry d 0 SHEET C0.0 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 J H G F E D C B A LEGEND ROADS SEWER mSTORM (�S------ CS)� EXISTING SANITARY SEWER PIPE & STRUCTURE NO. �® DROP INLET & STRUCTURE NO. WATER CURB W EXISTING WATER LINE O CURB & GUTTER GRADING BENCH MARK TC = TOP OF CURB . . C CLEARING LIMITS BC =BACK OF CURB 200 - -- EXISTING CONTOUR EP = EDGE OF PAVEMENT TW = TOP OF WALL 200 PROPOSED CONTOUR BW = BOTTOM OF WALL TS = TOP OF STAIRS + 240.5 EXISTING SPOT ELEVATION BS = BOTTOM OF STAIRS TC 240.5 N/A = NOT APPLICABLE TO THIS PROJECT PROPOSED SPOT ELEVATION 1O PARKING COUNT 16'X20' CONCRETE PAD 1 x 6 TRIMMER 4 x 4 POST UNLESS OTHERWISE NOTED 1 x 6 ON PLAN O SIDING 2 x 4 RAIL 6' x7' (TYP.) DUMPSTER POST (TYP.) 6^BOLLARD (TYP.) I x 6 TRIMMER 0 3.0" 1X6CAP- 1 x 6 SIDING PLAN VIEW I x 6 TRIMMER 3'-0" NOTE 3^ ADJUST TO HEIGHT 10" OF CASTER WHEELS ON GATE CONC. 2x4 RAlLS_<� STONE 6" 3=0" CONC. 12„ POST ELEVATION DUMPSTER PAD ENCLOSURE DETAIL No Scale No Scale OUTSIDE ELEVATION INSIDEELEVATION FIRE PREVENTION NOTES GENERAL NOTES GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES CONDITIONS SUCH AS TO 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA MAKE SMOKING A HAZARD AND THESE AREAS SHALL BE DESIGNATED WITH NO SMOKING SIGNS DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND 2. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE RECEPTACLES FOR THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. DISCARDED SMOKING MATERIALS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED 3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR ACCESS FOR FIREFIGHTING TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SHALL BE PROVIDED AT ALL CONSTRUCTION AND DEMOLITION SITES, PROVIDE ACCESS TO MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND WITHIN 100 FT. OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS, AND HAVE 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL SEDIMENT CONTROL REGULATIONS. NO OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS LOWER THAN 13 FT. 6 INCHES; CONSTRUCTION ACTIVITIES. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE THIS ACCESS MAY BE VIA PERMANENT OR TEMPORARY ROAD, BUT SHALL BE CAPABLE OF 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR FIRST STEP IN CLEARING. SUPPORTING FIRE APPARATUS IN ALL WEATHER CONDITIONS. PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON 4. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS PLAINLY VISIBLE FROM THE CONSTRUCTION. THE SITE AT ALL TIMES. FRONTAGE STREET DURING CONSTRUCTION PER THE VIRGINIA STATEWIDE FIRE CODE 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS HALL BE IN PLACE AND 5 O SU O G G O O S S C ROADWAYCONSTRUCTION PURPOSES, THECONTRACTOR HALL IMMEDIATELY CONTACT THE O S CO C THESE PLANS INCLUDING BUT NOT LIMITED TO OFF -SITE BORROW OR WASTE AREAS THE ( )� AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR 6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF OWNER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. EACH DAY AND DISPOSED OF IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. CURRENT. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL 7. FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE APPROVED FIRE 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS LD-94 (D) 121.13. PLAN APPROVING AUTHORITY. HAVE ACCUMULATED, IN EVERY STORAGE AND CONSTRUCTION SHED AND IN AREAS OF 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL SPECIAL; HAZARDS, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL USED, IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. STABILIZATION IS ACHIEVED. 8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING VIRGINIA STATEWIDE FIRE PREVENTION CODE AND SHALL REQUIRE A PERMIT FROM THE SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE DEVICE. ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE. REQUIRED ON ALL UNITS. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO OTHERWISE NOTED. MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT IMMEDIATELY. VDOT STANDARDS. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. ZONING ORDINANCE SECTION 5.1.28. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT CODE OF ALBEMARLE. ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT LIMITED TO THE HOURS OF 7:OOAM TO 9:00PM. SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE BECAUSE OF SLIDES, SINKING, OR COLLAPSE. AND CABLE TV SERVICE TRUNK LINES. (N/A) 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE BUILDING OR OTHER PORTION OF THE PROPERTY. RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE EROSION CONTROL INSPECTOR. REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND STANDARDS AND SPECIFICATIONS. MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE BRIDGE SPECIFICATIONS. APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% 20. THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE INSPECTOR. AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO 1/4"SAG ROD WITH TURNBL 2x4CROl 2 x 4 FRAME 22. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR ALL SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 AND BRIDGE STANDARDS. DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) OF ROAD. (N/A) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM ORDINANCE SECTION 17-207B) SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB BLASTING NOTES AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC 1 BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUEL FOR REVIEW BY THE ENGINEER, SCHOOL ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES OFFICIALS, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF CONSTRUCTION CODE, AND ICC/ANSI A117.1-03. OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL FACILITIES. HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY ACSA GENERAL WATER & SEWER CONDITIONS REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE SEPTEMBER 3, 2020 REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) AND STANDARDS OF VDOT. INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE OFFICIALS AT THE START OF THE WORK. APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE GRADING OR OTHER CONSTRUCTION. ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. FOR THE PURPOSE OF IMAGERY COLLECTION. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A STRUCTURES, AS NECESSARY. DRAINAGE CHANNEL. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. TRAFFIC CONTROL DEVICES. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). CLASS III. 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL STANDARDS FOR THE CONSTRUCTION INDUSTRY 29 CFR PART 1926 ( I. FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 10. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. IN ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2018 VIRGINIA CONSTRUCTION CODE. 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE 11. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND VALVE DURING A FUTURE EXTENSION OF THE LINE. NOT OVER SIDEWALKS. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 12. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985, MUST HAVE AN ASBESTOS 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION SURVEY PERFORMED IN ORDER TO APPLY FOR REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE 13. A DEMOLITION PERMIT. SAFE DRINKING WATER ACT). 14. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY FOR DEMOLITION PROJECTS AT 540-562-3580 X131. COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL 15. ALL WATER, SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. MAIN(S). 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL 16. THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT(ACBID) DOES A VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN THE SPRINKLER LEAD-IN CONNECTION. "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 17. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE 18. AND THE METER(S)/BUILDING(S). CONTRACTOR. 19. THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. ACSA. 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES AND REGULATIONS. o E A M o it N to Q C E vE O >.3 a 3 V M W � • � O N ♦ Z N 7 • ` y M 9x O in a LL �v a� c rn O N = vv M a a J w o r WU Z UO�CI) O z>>z 0- a�0L Z U aigwo w > IL 0- U U Z O H m (V (V 0 (V o (V w Q U) O Y tY U) Q W o m d N d) o cli I U) Y C) U) o Uj U E U) W Z t] Z Lu Y Lu 9 � U � 2 Q � W U) RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 T CRAIG W. 7. KOTARSKI a5, Lie.5 20 // 020022 507 � J O O U C0 i Q z LU U) W Q J Z 11�> >J LU LU � 0 Z ,,X W ZO Q U w ^ J �/ ! z Q LU � O � m O Q Z F_ U 0 Z Lu O Q rY a D' o SHEET C1.0 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 J H G F E D C B A * FOR DESIGN OF BACKBOARD REFER "NATIONAL FEDERATION OF STATE HIGH R-YA4" * "FAN" 4'-0" SCHOOLS ASSOCIATION & "THE VA. HIGH SHAPED METAL SCHOOL LEAGUES" ; j;,,'i.:1 CONTROL JOINT SPACED BACKBOARD AT WIDTH OF WALK (MAXIMUM) ACO DRAIN RIM EXPANSION JOINT AT MAX 4 E• FI 4 ttt t t t 700 One in~ channel ♦•� EXPANSION FILLER ant di,m,d.n 1.96.(50mm) CONC. WALK MUHHHHHORMdaammam NadYmnsbn BASKETBALL 285na. .N 3.BPp&- 16413]nxN 1'-6" R STRIP P..aLaK grant l.tltlry 0.70'IlBmn) dnbmp niesrlmdi sb[dmendan O HaN meter channel aN 39.3TII matr4 PS?Ql h 19.69(0.5 meMN.S me ) BT(200nm1 I I- Tag 886 225mm) 73TN00nmJ ]0.86'1276mWSK2O103 11141111 10,-0„ I� �• n n 12.83'132fmmI5K2UA3 16J3'(425mm1 15J5•NOD,tnl 14.W QI6mm)SK2Q303 16.]T 142fimmI5K2O903 •� fi.130,060.5mm1 10241 4" DIA. I~ GALVANIZED 3' l O FINISHED PIPE FORMED TO EE! B A lalaaaal COURT SURFACE UPRIGHT PAU, Knockouts included on every 5th channel Type 902D In -line catch basin 10.31.12larana • CONIC. FOOTING 19.69'15Wmnl 78TI20DiM 2R.6TR15.9mN 4.a. a° • .. A a. aB... .:..4 �d tI 77 0 0 0 0 0 0 0 0 0 (2) OUTDOOR BASKETBALL GOALS COMPACTED SUBGRADE 4" 21-B STONE BACKBOARD/SUPPORT/BASKET WITH NET(SEE DETAIL THIS DWG) CONCRETE SIDEWALK JOINT DETAIL No Scale O ANCHOR PIN 3' SIDELINE VARIABLE WIDTH' JE 1�1 TO EDGE OF NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% 6» 2' PAVEMENT l9 galore Total Capauly STANDARD BASKETBALL GOAL OUTDOOR BASKETBALL COURT LAYOUT 1 - =� r / Outlet flow rates ♦N NO SCALE \\ \\� NOn: Theo ea me NMFux' trs atmeapx4�eenfiefl ErM Cap tlDT channel eax raLLs.'ra1cA o.2Pul eaAn no. roes are dn.w -T- TYPICAL BASKETBALL COURT LAYOUT NOTE: SIDEWALKS SHALL BE 4"3,000 PSI AIR -ENTRAINED o-asn eucke[ ' are a an e°eMt aeuces ea.. L1 No Scale N TRU TED IN CONCRETE BalemnR vJ O RDANCE STANDARDISH VDOTCOMPACTED SUBGRADE 4" TYPE 21 B STONE AC 4•«a 0 6d.w�pe` GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL C OL 125'p2mM " °. DENOTES AREA OF CONCRETE SIDEWALK V INITIAL BACKFILL 2a IN IL 8- 8" MIN. MIN. CONCRETE SIDEWALK PAVEMENT SECTION O REFER TO SITE PLAN 6" BEDDING FOR FENCE HEIGHT #68 STONE MEMO No Scale as STABLE SOIL ROCK April 2018 • EXPANSION JOINT WITH * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL 3/8" MIN. ROUND GROUND LINE PREMOLDED EXPANSION 1/4" SEALANT STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND II ROD II ACO DRAIN 2�1. I I I I FILLER, "ZIP STRIP" OR NON SLIP BROOM FINISH THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF 3'-0" EQUIV., SEAL WITH PowerDrain - S200K iron edged channel system with slotted grate I REFER TO SITE PLAN I CONCRETE FOOTING WWF 6x6 W2.9xW2.9 FOUNDATION IN POOR SOIL UNDER -CUT CONDITION D FOR GATE WIDTH U SILICONE SEALANT 2„ O aN Outlet Protlurt Outlet size Invert GPM CFS (Sch. 40) Depth A Bottom outlet -SK2-00 4" round 7.87' 153 0.34 A Bottom outlet -SK2-040 4"round 1.5.75' 216 0.48 a Bottom outlet-SK2-00 6" round 7.87' 344 0.77 Is Bottom outlet SK2-040 6" round 15.75' 486 1.08 C End outlet-SK2-00 4" Found 7.87" 132 0.29 End outlet -S round D End outlet-Sfil0 6" round 9.84" 320 0.71 D End outlet -SK240 6"round 15.75' 437 0.97 E Type SK2-902D 4" round 2533" 263 059 F Type SK2-902D 4" round 31:83' 297 0:66 G Type SK2-902D 4" round 23.76" 254 0.57 Tye SK2-902D 6" round 31.83" 658 1.47 1 Type SK2-902D 4" round 23.91" 255 0.57 ) Type SK2-902D 4" round 30.40" 290 0.65 K Type SK2-902D 6" round 24.68" 570 1.27 oun M Type SK2-902D 6" round 31.82" N Type SK2-902D 4" round 31.26" O Type SK2-902D 6" round 31.26" au A64O1.43 Q Type SK2-902D 6" round 30.32" R Type SK2-902D 4" round 23.19" S Type SK2-902D 4" round 29.90" Described.. Part No. Yrrert WelgM Descrip5on Part No. hvertasa y'akg" Inchasrt mma Has. Inch,mfa Ilea. SK2-00 Neutral channel - 39.37" (lmp 71041 7.87 200 141.2 SK2 28 Sloped channel 39.37" (lm) 71028 13.38 340 171.0 SK2-1 Sloped channel -391 71WI 8.07 205 141.2 SK229 Sloped channel 31 Urn) 71M9 13.58 345 172.1 Si Sloped channel - 39.37' Gold 71002 8.26 210 142.3 SK230 Sloped channel 39.37"Hand SK2-030 Neural channel -391(Imp 71030 71047 13.77 350 13.77 ISO 173.2 173.2 SK2-3 Shaped channel -39.3]'(Ind 71003 8.46 215 143.4 SK24 Sloped channel -39.3TGml 71004 8.66 220 144.5 SK2-0303 Neutral channel -19.6r(0.Sm1a SKI 31 Sloped channel 39.37 and W232 Shaped channel 39.3T Ilm) 72M 71031 71032 13.77 3W 13.97 355 14.17 360 101.3 174.4 175.5 SK25 Stand channel -391 trade 73005 8.85 225 145.6 Si Gaped channel -39.3]'(Ind 71M 9.05 230 146.7 SK2-] Sloped channel -391(1m) 71007 9.25 235 147.8 SK233 Sloped channel 391 Und 73033 14.37 365 1766 SK28 Sloped channel 3l that 71008 9.44 240 148.9 SKI 34 Sloped channel 31 (10 SK235 Sloped channel 39.37' Uni 710M 71035 14.56 370 14.76 Was 177.7 1]8.8 SK24 Sloped channel-391 and 71M 9.64 245 150.0 SK2-10Slopedche,nel-39.37"Um)a 71010 9.84 250 151.1 SK236 Sloped channel 31 Lind 71M 14.96 WO 179.9 SK2-0I0 Neutral channel -39.37"hmla 71043 9.84 250 151.2 SKI 37 Sloped channel-391 Utah 710W 15.15 WE 181.0 SK2-0303 Neutral channel-19.69" (0.5mih 71W Sall 250 89.2 SK238 Sloped thane 31 Lon 71038 15.35 390 182.1 SK211SIboadchancl 39.37"Uni 71011 10.03 255 152.2 9K289Slopetl channel -31(land 71039 15.55 395 183.2 SK212 Sloped channel 39.37"I Im) 71012 10.23 260 153.3 SK240 Sloped channel 31 GOP 72M 15.74 400 184.3 SK2-13 Sloped channel 39.37" (that 71013 10.43 265 154.4 SK2.010 Neutral channel-31 llmp 71049 15.74 400 184.3 SK2-14Sl looddhannel-39.37"Und) 71014 10.62 270 155.6 SK20403 Neutral cW,ml-19.69"(oftda 71050 I9h74 400 110.1 Si Shaped chandel - 31 DmP 71015 10.82 275 156.7 SK290DhFeatolba5:l-19.69'10EmP 9K19 3].36 Mg 109.8 912-16 Sloped channel 31 Fund 71016 11.02 280 157.8 SK2b21Dhile rabhba4119.69'10.5mP M575 37.40 950 144.0 SK2-1]Sbpedchannel-39.3T(lm) 71017 11.22 285 158.9 SK2631Dcatchbasim 19.W(O.5rrP 94579 49.33 1253 154.0 SK2-188loped channel-39.37"Don) 71018 11.41 290 160.0 Series 6000ptional Mactc nam 99902 - - 10.0 SK2-19 Shaped channel 31 Furl 71010 11.61 295 161.1 Foul air troy fit noto 910&610 basis 90851 - - 1.2 SICkINYSIaphad.hamel 39.37"(ImP 71020 11.81 300 162.2 8- channel Universal and cap 96M 19.69 50D IA SK2-020 Neutral channel .39.37. Knore 71MB 11.81 S00 162.E petters shaver for 4botham krmckat 93486 0.2 SK2-0203 Neural charnel-19.69"(0.5m 71046 11.81 300 96.8 8' channel Installation device W478 4.0 SK2-21 Slopetl channel 39.37 (1M 71MI 12.00 305 163.3 _ Grate removal tool 01318 0.3 SK2-22 Sloped channel-39.37°(1M 71N2 12.20 310 164.4 SK2-23 Shaped channel 39.31 71023 12.40 315 165.5 SK2-24 Slipped channel 39.31 71024 12.59 320 165.6 SK2-25 Sloped! chronic 39.37' (land 710E5 12.]9 325 1677 SK2-26 Sloped channel 39.37"Unnh 71026 12.99 330 168.8 SK2-2] Slipped charnel-39.37•(Iran 73027 13.18 335 169.9 12" 12"' 4 . .,a a T 8" 3,000 PSI AIR ENTRAINED PORTLAND ALL CHAINLINK, RAILS, &COLUMNS DOUBLE SWING GATE a,, as I CEMENT CONCRETE SHALL BE BLACK VINYL CLAD 4 INITIAL BACKFILL 4 l TOP AND BOTTOM SELVAGE o 0 0 0 0 0 0 0 6" TYPE 21A STONE COVER UNSTABLE B. 8" 8" 8" TO BE KNUCKLED SOIL _ MIN. MIN.- _ MIN MIN• #68 STONE TOP RAIL REQUIRED / /sue COMPACTED SUBGRADE (CBR 11.E) ON ALL FENCING ==:GRANULAR FILL AS S APPROVED BY ACSA �\ bCK� LINE POST I STABLE SOIL OR ROCK NOTE #6 GAUGE WIRE CLAMPS TO BE "H" DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS USED TO ATTACH FABRIC TO 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. REFER TO SITE PLAN COLUMNS (6 PER POST) 2.NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED FOR FENCE HEIGHT ATTACH FENCE FABRIC TO ABOVE THE INITIAL BACKFILL. TOP RAIL &BOTTOM RAIL ONE TENSION 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. WITH HOG -RINGS WIRE CLIP EACH HEAVY DUTY CONCRETE SECTION 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED APPROXIMATELY 24" C.C. LINE POST (#6 GAUGE MIN.) No Scale GROUND LINE IN THE TRENCH. BOTTOM RAIL REQUIRED 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. ON ALL FENCINGII II TYPICAL SPACING DUCTILE IRON WATER PIPE INSTALLATION & BEDDING II II ALL LINE 2" ASPHALTIC CONCRETE SURFACE No Scale 2 T-D" 6 I I END, CORNER, LINE BRACE I I PBE 09TEEN COURSE - Slibi OR GATE POST 3" INTERMEDIATE BASE COURSE - BM25.OA GRASSPAVE2 Firelane Detail I I 10, 10, LINE POST ;Ili Nchee: CONCRETE FOOTING LINE POST 1.Tadmashchermersnam«nk,lorfemlciN d thwb d. z.Imrerrsaho.naremakena:PorkmaleimrendoMmbo-actsmml=o.zlrmlmaleimenlacampemalenan,da„mere6.11bemnaaamala:Neru. Use this detail for delineating a Grasspave2 firelane Tatchbasi memmblyincludespolymer4mmN.mmimeerick. 1 � 0 8" TYPE 21-B AGGREGATE SUBBASE COURSE 3. Catch basin assembly includes polymer concrete top, Payertok grate, trash train bandplastic base. 12' END BRACE 10" 10" 4. Catch basin assembly includesune polymer concrete top, Powenok grate, deep trash bucket, plastic riser and plastic nose. N 5. Went intake per meter channel is 140.E inT1904.51 cm5 GMSSPAVE2 FIRELANE all lu V GRASSPAVE2 FIRELANE ETE ONTANS EEIITHHEER �OR BRICK PAVER COMPACTED SUBGRADE GRAVEL, NON -SHRINK STANDARD VINYL -COATED CHAIN LINK FENCE MORTAR, CONCRETE ETC. No Scale 6-8• ROUNDED COBBLES DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS MOUMARNFEEKEPURSH R WE SqL REMOVABLE NI REMOVABLE ANCIgR$ (BY OTHERS) ACO, Inc. SPEC Y' Vi +I Nerthmat Rant Ol41w w..taw ome. southeast 6.las M. Follow us on ` HEAVY DUTY ASPHALT PAVEMENT SECTION %70 Pinecme Die 825 W. Beechcrah St 4211 Pleasant Road ®ID "� 4 • m or. P='� Manor, DH 44060 Casa Grade, AZ 85122 Fan Mill, SC 29708 o _. m PLACE 5' GALVANIZED " WITNESS " POST WITH NO Scale Td:( 1639]230 Tel; (520) 4219988 Tat been (800) 5434754 Electronic contact on o CAPPED ENDS PAINTED BLUE IN REMOTE AREAS Tdhl Il6397234764 TollFAR F(520)48)49o-95s2 Fax: 1803780E-1063 infiesACOOrainot °. �GRASSPAVE2 FIRELANE c AS DIRECTED. MARKER LOCATION MAY BE SUBJECT Fax: (4901fi397235 Fan: 1520i 421A899 WXN.ACODraIn.LLS . • O GRASSPAVE2 FIRELANE �OMPAGTED SANDY mea,lmlaam,h.lwlm.mmm. mon"erne"��","m ewn.",ab,•n"eaun°ma.m"aaniro a"1ieei1in'":.wu anan.ronl",.nnw'wa,.R GRAVEL ROADBASE O TO HIGHWAY DEPARTMENT APPROVAL. *.e-aewa�.reeNa"eterm"ea°, m"somwm e: u. "".mmd"mw°""mce� """,rea.eal:nmo,on,nm, e, oe,.e..Lm.lr<. VILL �� n roe m a -a. a. omaim a. wKrr+m::.Anom "ore. WHICH April -Arahrl + Q MUELLER CENTURION (A-423) OR APPROVED EQUAL THE EOCAL SDTANDARD.IS 1 FINISHED GRADE 2" ASPHALTIC CONCRETE SURFACE LENGTH OF BRANCH VARIES COURSE - SM-9.SA 6' MIN SPECIFICATION CLAUSE � E POWERDRAIN S200K - LOAD CLASS C PAVEMENT PER SEE NOTE DESIGN GENERAL DOCUMENTS THE SURFACE DRAINAGE SYSTEM SHALL BE POLYMER CONCRETE 5200K CHANNEL SYSTEM WITH DUCTILE IRON EDGE RAILS AS MANUFACTURED BY AGO POLYMER PRODUCTS, INC. MATERIALS CHANNELS SHALL BE MANUFACTURED FROM POLYESTER RESIN POLYMER CONCRETE WITH AN d INTEGRALLY CAST -IN DUCTILE IRON EDGE RAIL. MINIMUM PROPERTIES OF POLYMER CONCRETE WILL BE AS FOLLOWS: Q COMPRESSIVE STRENGTH: 14,000 PSI FLEXURALSTRENGTH: 4,000 PSI d TENSILE STRENGTH: 1,500 PSI G WATERABSORPTION: 0.07% /d. .d / FROST PROOF YES DILUTE ACID AND ALKALI RESISTANT YES _ B117 SALT SPRAY TEST COMPLIANT YES IT THE SYSTEM SHALL BE 8" (200mm) NOMINAL 8"(200mm) INTERNAL WIDTH WITH A 102"(260mm) OVERALL .'d WIDTH AND A BUILT-IN SLOPE OF 0.5%. CHANNEL INVERT SHALL HAVE DEVELOPED N" SHAPE. ALL CHANNELS SHALL BE INTERLOCKING WITHA - MALEMALT. EJOIN THEC THE COMPLETE DRAINAGE SYSTEM SHALL BY ACO POLYMER PRODUCTS, INC. ANY DEVIATION OR PARTIAL SYSTEM DESIGN ANDIOR IMPROPER INSTALLATION WILL VOID ANY AND ALL WARRANTIES 8"(200mm) +I 8"(2DOmm) PROVIDED BY ACO POLYMER PRODUCTS,S,INC.INC. NOTES: CHANNEL SHALL WITHSTAND LOADING TO PROPER 1. IT IS NECESSARY TO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR EXISTING GROUND CONDITIONS. LOAD CLASS AS OUTLINED BY EN 1433. GRATE TYPE ENGINEERING ADVICE MAYBE REQUIRED. SHALL BE APPROPRIATE TO MEET THE SYSTEM LOAD 2. MINIMUM CONCRETE STRENGTH OF 4,000 PSI IS RECOMMENDED. CONCRETE SHOULD BE VIBRATED TO ELIMINATE CLASS SPECIFIED AND INTENDED APPLICATION. AIR POCKETS. GRATES SHALL BE SECURED USING EITHER THE 3. EXPANSION AND CONTRACTION CONTROL JOINTS AND REINFORCEMENT ARE RECOMMENDED TO PROTECT CHANNEL 'POWERLOK BOLTLESS LOCKING SYSTEM OR THE AND CONCRETE SURROUND. ENGINEERING ADVICE MAYBE REQUIRED. BOLT LOCKING OPTION. CHANNEL AND GRATE SHALL 4. THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX. Iff [3mm] ABOVE THE TOP OF THE CHANNEL EDGE. BE CERTIFIED TO MEET THE SPECIFIED EN 1433 LOAD 5. CONCRETE BASE THICKNESS SHOULD MATCH SLAB THICKNESS. ENGINEERING ADVICE MAY BE REQUIRED TO CLASS. THE SYSTEM SHALL BE INSTALLED IN DETERMINE PROPER LOAD CLASS. ACCORDANCE WITH THE MANUFACTURERS 6. REFER TO ACO'S LATEST INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS. INSTRUCTIONS AND RECOMMENDATIONS. SK2-C-HAP POWERDRAIN - S200K - LOAD CLASS: C ACO Polymer Products, Inc. 825 W. Beech,c,aO St N70 Plnemns on 4211 Pleasant Rd. 11M Haunched Asphalt Pavement Case Grande, AZ 8512E Mentor, OH 44NO Fort Mill, BC 2970E INSTALLATION DRAWING - ACO DRAIN Te110421-9988 F. 520421-0899 TeI:440.83&]230 Fax: 440639-7235 Tel 44063&]230 I=803802-1063 12/12/15 DATE: � (270°) 2 TO 10 + 0 8" TYPE 21-B AGGREGATE SUBBASE COURSE 0 7 CU. FT. 18" VALVE BO q r GRAVE ADJUSTABLE VALVE BOX W/ LID GAWNOCWER Rals6o CONCRETE \' r CURB, HEIGHT r VARIES COMPACTED ER G OTECHN CALL ADE (PER SANDY Z_ GRAVEL ROAW DBASE FSH CONCRETE CURB 2500 P.S.I. CONCRET .. • • ° �.'... �y BASE AND THRUST • ' • • ° •" BLOCK AGAINST O O '1 "3 DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS - ------------------------------ .� .: • ,..�.. UNDISTURBED STABL S - FIRFIANE .... •• . •• ............. ------------------------ GRASSPAVE2 FIRELANE SOIL. 2i`'•''l "" -- STEEL PIL .. M.J. GATE VALVE I -� -' SURFACE AMOUNTED 3/4"WHEN THE SOIL IS DISTURBED OR WH MAIN THREADED RODS TO - MAIN IN ALL INSTALLATIONS. I BUILDING _ BRIGHT TH VALVE TO HYDRANT FILL,ITH2- HOR RODS SHALL BE GALVANIZED LIGHT DUTY ASPHALT PAVEMENT SECTION I� ea uRD DH THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED FIXNRE THREADED RODS IN ADDITION POURING NO Scale I CONCRETE. IF NECESSARY, A STEEL PILE -- SHALL BE USED AS ADDITIONAL SUPPORT FIRaANE ". NOTE: WATER LINE TREATMENTRFE_ME�AREAS '� $ GRAAVEEL ODADBAASE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 4 1.5"-2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A 2. MAINTAIN A T MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT l° h ( INCLUDING DITCHES) I Is NOTE: 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND THIS DETAIL IS SCHEMATIC IN NATURE. DESIGNERSHALLSPECIFY SPACING AND DESIGN OF EDGE VALVE BOX. TaEATMFNrs SPACING WILL VARY WON TURF TYPE. SLOPE, FIRE DEPABWM REQIA E EWS, ETC.. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. 2500 P.S.I. IT IS NOT ALLOWED IN THE DITCH. CONCRETE ° 2'x Z BEARING AREA 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP THRUST BLOCK NOT TO SCALE HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF 'a, EXISTING AGGREGATE BASE REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE 10F1 PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. ° a �{�Q-� w'`, c NOTE: HYDRANT MUST BE ° ° a a\\/i\\/�\\/i\\/�\\/�\\/i\\/�\\/COMPACTED SUBGRADE GRASSPAVE2 I'Y ISI KENNEDY GUARDIAN(K-81 A) EQUIPPED WITH CHARLOTTES- \ \ \ \ \ \ \ i ()3 S T R U G T U R E S' MILL AND OVERLAY SEQUENCE: ASPHALT. COMPCT Arizona Tel: 888-490-9552 e-mail: salesgDacousa.com Ohio Tel: 800-543-4764 www.acousa.com South Carolina Tel: 800-543-4764 REINFORCED TURF DETAIL TYPICAL FIRE HYDRANT ASSEMBLY DETAIL ROL^LOVE T STXISTING EXIST EXISTING BASE COURSEATH NNPLACE No Scale No Scale NEW ASPHALT SURFACE. NOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. GATE VALVE TYP MILL AND OVERLAY PAVEMENT SECTION No Scale No Scale EXISTING PAVEMENT PROPOSED PAVEMENT TURF, SEE PLANT SCHEDULE FOR SPECIES d SAWCUT THROUGH a- MATCH EX. CROSS NOTE: PROPOSED I EX. SURFACE w ll PAVEMENT MUST TIE c) SLOPE UNLESS OTHERWISE 2" TOPSOIL IN WITH EXISTING X COURSE U.1 SPECIFIED ON PLANS LU & REMOVE PAVEMENT PAVEMENT 2' MIN. PROPOSED 8" TYPE 21-B AGGREGATE SUBBASE COURSE I SURFACE 2" HE COURSE 0 AVEM NT COMPACTED SUBGRADE MILL EX. SURFACE COURSE BASE COURSE SAWCUT EX. EDGE OF PAVEMENT AGGR. COURSE FIRE LANE CROSS SECTION PAVEMENT REPLACEMENT JOINT DETAIL No Scale No Scale o E A M o it N rn a >E E v .3 O a 3 A � V 00 W � • � O N • Z N 7 is y M . a sx 0 Ina LL W c D C O O N ` `3 M o a r � J O U' ,D r LU r0 Z 7n � (1) O Z>Z)Z 0- a�0LU Z E U aigwo Lu > (- D- c) o Z O m N N O N O LU Q U) L0 O_ Y U) Q W N Do O � D N O o Y � (n o Uj U U W Z Z Y CO 3: U 2 Q Z W U)� a- 0 � 0 U mij RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 Lie.GW J. KOTARSKI 5: No. 0402048507 - __J O 0 C0 Z LLI U) W Q J J Z > LU w� 0 Z 0 ,,,X W Z_ Q o Lu Cn Z QLU Om :E O Q Z U Z W j rr o_ o SHEET C1.1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 J H G F E D C B A ALBEMARLE COUNTY, VA LANE CMP STORMWATER MANAGEMENT SYSTEM NOTES: 1. THE LANE CMP STORM WATER MANAGEMENT SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH INDUSTRY STANDARD INSTALLATION PRACTICES ADAPTED TO THE SPECIAL INSTALLATION PROCEDURES CONTAINED HEREIN. 2. CONSTRUCTION EQUIPMENT SHALL NOTTRAVERSE OR OTHERWISE BE LOCATED ATOP THE PIPE SYSTEM OR ITS COMPONENTS UNTIL SUFFICIENT COVER IS PROPERLY PLACED AND COMPACTED. CONSTRUCTION LOADING RESTRICTIONS ARE CONTAINED HEREIN. THE INSTALLER SHALL CONTACTTHE MANUFACTURER TO ADDRESS ANY UNCERTAINTIES IN THIS REGARD. 3. THE FOUNDATION AND/OR BEDDING STONE MUST BE PROPERLY LEVELED TO THE ELEVATION SHOWN ON THE PROJECT PLANS PRIOR TO THE PLACEMENT OF ANY PIPE OR FITTINGS. 4. SPACINGS SHOWN BETWEEN PIPE RUNS ARE STANDARD AND WILL ENSURE SUFFICIENT SPACE FOR MATERIAL PLACEMENT AND COMPACTION. CONSIDERATIONS FOR SPACING REDUCTIONS WILL NOT BE MADE UNLESS THE INSTALLER FORMALLY ACKNOWLEDGES THATTHE DESIRED REDUCTION WILL NOT COMPROMISE THE ABILITYTO PROPERLY PLACE AND COMPACT BACKFILL IN AFFECTED AREAS. S. BACKFILLAND BEDDING MATERIALS SHALL BE AS SPECIFIED IN THE PROJECT PLANS AND CONSISTENT WITH THE NOTES CONTAINED HEREIN. 6. THE PLACEMENT OF A GEOMEMBRANE OVER THE ENTIRE SYSTEM IS CONSIDERED A BEST MANAGEMENT PRACTICE WHEN THE SYSTEM IS LOCATED BENEATH PAVEMENT IN THE MORE NORTHERN REGIONS WHERE SEVERE WINTERS INCLUDE HEAVIER USES OF DEICING SALTS. 7. DETENTION SYSTEMS ARE SUBJECT TO GREATER LEAKAGE THAN TYPICAL SINGLE RUN STORM SEWER APPLICATIONS AND THEREFORE ARE NOT APPROPRIATE FOR APPLICATIONS REQUIRING LONG-TERM CONTAINMENT OR HYDROSTATIC PRESSURE. LEAKAGE PERFORMANCE REQUIREMENTS ARE MORE APPROPRIATELY ADDRESSED USING PERFORATED PIPE BACKFILLED WITH AN OPEN -GRADED STONE ENVELOPE IN AN IMPERVIOUS LINER. S. CONTACT YOUR LOCAL LANE SALES REPRESENTATIVE FOR ANY MODIFICATIONS NEEDED TO THE SYSTEM DESIGN. ACCESS RISER NOTES 1. THEACCESSRISER DETAILSHALL BE CONSIDERED CONCEPTUAL WITH THE INTENTION ACCESS RISER DETAIL W OF ILLUSTRATING HOW LOADS PLACED ON THE COVER OR SURROUNDING PAVEMENT WILL BE TRANSFERRED TO THE SUBGRADE AND NOT BE BROUGHT TO BEAR DIRECTLY FINISHED GRADE MANHOLE FRAME CONCRETE ON THE RISER PIPE. COVER OTHERS) FLATTOP 2. ALL RISERS SHALL BE FIELD CUT TO THE ELEVATION N EEDED TO ACCOMMODATE CONSTRUCTION OF THE RISER DETAIL = 3. POURED -IN -PLACE CONCRETE COLLARS SHALL BE PROPERLY FORMED TO PROVIDE A - SMALL GAP AROUND THE OUTSIDE DIAME"ER OFTHE RISER, WITH THE TOP LEVEL OF THE COLLAR SET APPROXIMATELY TWO INCHES ABOVE THE TOP OF THE RISER PIPE. _ 4, FLATTOPS, MANHOLE OPENINGS, AND APPURTENANCES SHALL BE CONSTRUCTED AND/OR PROVIDED IN ACCORDANCE WITH THE STANDARD DETAILS AND SPECIFICATIONS OF THE STATE OR LOCAL ROAD AUTHORITY FOR AN H25/HS25 \V�\j�\ \ HIGHWAY TRUCK LOADING. ' S. STANDARD RISER DIAMETERS ARE BETWEEN 12 AND 48 INCHES, AND THEIR BACKFILL MATERIAL FITTINGS/STUBS ARE SUBJECTTO REINFORCEMENT CONSIDERATIONS IN (AS SPECIFIED) ACCORDANCE WITH ASTM A998. RELATED REQUIREMENTS ARE DEPENDENT ON THE CMP RISER MAINLINE DIAMETER AND THE BURIAL DEPTH AND MAY BE NEGATED BY OPTING FOR A SMALLER DIAMETER RISER IN THIS RANGE. 6. STUBS FOR RISERS AND IN GENERAL ARE DETERMINED BY THE MANUFACTURER BASED ON FABRICATION STANDARDS AND/OR SHIPPING LIMITATIONS. TABLE 1 TABLE 2 TEMPORARY MIMIMUM COVER FOR STANDARD CONNECTING U TEMPORARY MINIMUM COVER FOR CONSTRUCTION EQUIPMENT NOTES CONSTRUCTION EQUIPMENT BAND THICKNESS Z 1. DURING CONSTRUCTION AND PRIOR TO THE CONSTRUCTION OF PAVEMENT - ,. ® ® ADDITIONAL TEMPORARY COVER MAY BE REQUIRED TO ACCOMMODATE ., ,®, ��� LLU CONSTRUCTION EQUIPMENT TRAFFIC OVERTHE PIPE SYSTEM IN ACCORDANCE WITH V) TABLE 1. 2. MINIMUM COVER IS MEASURED FROM THE TOP OF THE PIPE TO THE TOP OF THE MAINTAINED CONSTRUCTION ROADWAY SURFACE. 3. TEMPORARY COVER SHALL BE DULY COMPACTED AND MAINTAINED ATTHE PROPER ELEVATION TO ENSURE NO LOSS OF REQUIRED COVER OVER TIME. CLEAN, W OPEN -GRADED MANUFACTURED AGGREGATE MAY BE UNSUITABLE FOR THESE H PURPOSES UNLESS PROPERLY LOCKED4N PLACE OR CONFINED WITH A BINDER Z MATERIAL STANDARD LUG CONNECTOR W DETAIL W z STANDARD CONNECTING BAND NOTES 1. PIPE ENDS SHALL BE REROLLED TO FORM AN ANNULAR 2%%"XA"CORRUGATION WITH SUFFICIENT CORRUGATIONS TO ACCOMMODATE THE MINIMUM WIDTH OF A e FULLY CORRUGATED CONNECTING BAND. 2. FULLY CORRUGATED CONNECTING BANDTHICKNESS SHALL BE IN ACCORDANCE WITH TABLE 2, AND SHALL HAVE A MINIMUM WIDTH OF 12 INCHES FOR PIPE DIAMETERS UP TO AND INCLUDING 96 INCHES, AND A MINIMUM WIDTH OF 24 INCHES THEREAFTER. 3. STANDARD LUG CONNECTORS SHALL BE USED ON FULLYCORRUGATED CONNECTING BANDS. 4. STANDARD SLEEVE GASKETS, WHEN REQUIRED, SHALL BE Ye" THICK NEOPRENE MEETING THE MATERIAL REQUIREMENTS OF ASTM D1056, AND SHALL COMPLETELY UNDERLIETHE CONNECTING BAND. S. ALLJO114T PERFORMANCE REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION OF ASTM A760. STANDARD SLEEVE GASKETS SHALL BE REQUIRED FOR JOINTS SLEEVE GASKET DETAIL CONNECTING BAND SPECIFIED TO MEETANY LEVEL OF LEAK RESISTANT PERFORMANCE ASWELLAS SILT (WHEN SPECIFIED) N N TIGHT PERFORMANCE. IN LIEU OF A GASKET, AGEOTEXTILE WRAP SHALLSE (n m N m CONSIDERED SUFFICIENT TO MEET SILT TIGHTJOINT PERFORMANCE. GASKETS SHALL GASKET F c p0 NOT BE REQUIRED FOR PERFORATED PIPE SYSTEMS AND JOINTS SPECIFIED TO MEET (WHEN SPECIFIED) Z SOIL TIGHT REQUIREMENTS. �, c :m 6. CONNECTING BANDS FOR 12 THROUGH 48-INCH DIAMETER PIPE SHALL BEA • °Z ONE-PIECE BAND. CONNECTING BANDS FOR 54 THROUGH 96-INCH DIAMETER PIPE SHALL BE ATWO-PIECE BAND. CONNECTING BANDS FOR 102 THROUGH 144-INCH CORRUGATED SMALL INHERENT 3 DIAMETER PIPE SHALL BE ATHREE-PIECE BAND. METAL PIPE CORRUGATED GAP METAL PIPE °^' 7. CONNECTING BAND MATERIAL AND/OR COATING SHALL MATCH THE PIPE MATERIAL 40F16 MANHOLE FRAME & COVER FINISHED GRADE (PER ENGINEER) CONCRETE BEARING SLAB (BY OTHERS) (BY OTHERS) T-2" ASSUMED 1'-5" \� ANCHOR LUGS 3' MINIMUM BACKFILL MATERIAL (AS SPECIFIED) CMP SLIP RING 112" EXPANSION JOINT FILLER FOR SHEAR RELIEF RISER ACCESSLADDER MAINLINE PIPE RISER DETAIL (i Z LU W V) Of w W H Z Lu Z �F N N (n m N C Z ozm I 7OF16 PLATE BULKHEAD d" FLAT PLATE) (3) GAUGE I REINFORCING MEMBER 2'-0' (3'x3"x}"ANGLE) SPACING (3) TYPICAL 72' DIAMETER SECTION A -A 72'DIAMETER A 2'G• SPACING PLATE PLATE BULKHEAD d" FLAT PLATE) (3) GAUGE REINFORCING MEMBER (3" x 3" x }' ANGLE) (3) TYPICAL BULKHEAD & WEIR REINFORCEMENT DETAIL (1)REQUIRED- ELEVATION VIEW 1y2m x 1)¢" "STAI 1)2" x 1y2' xY" NOTES: 1.) STANDOFF TO BE WELDED TO RAILS & RISER WALL TO LOCATE RUNG AT 6" SPACING FROM THE PIPE WALL. 2.) MAXIMUM SPACING OF STANDOFFS SHALL NOT EXCEED 72". 3.) LADDER SHALL NOT BE INSTALLED IN RISER WITH A DIAMETER LESS THAN 30'. 4.) DETAIL AT BOTTOM OF LADDER WILL VARY WITH TYPE OF MANHOLE. 5.) MAXIMUM LENGTH OF LADDER RAIL IS 19'-10'. 6.) STANDARD FINISH: GALVANIZED PAINT. LADDER DETAIL f� N N (n m N C F-:f c�� Z 0 aim a a GE: 5OF16 N N 0 m N C F f M Z ozm z I I a I BE 8OF16 1. ALL CORRUGATED METAL PIPE (CMP) SHALL BE THE DIAMETER, CORRUGATION SIZE, AND GAUGE SPECIFIED ON THE PLANS. CORRUGATED STEEL PIPE WITH A METALLIC COATING SHALL CONFORM TO AASHTO M36 AND/ORASTM A760. CORRUGATED STEEL PIPE WITH A POLYMER COATING SHALLCONFORM TO AASHTO M245 AND/OR ASTM A762. CORRUGATED ALUMINUM ALLOY PIPE SHALL CONFORM TO AASHTO M196 AND/OR ASTM B745. ALL RISERS AND STUBS ARE 16-GAUGE WITH A 2%' X X" CORRUGATION UNLESS OTHERWISE NOTED. FITTINGS SHALL MEET THE MINIMUM DESIGN REQUIREMENTS OF ASTM A998 FOR THE BURIAL DEPTH SHOWN ON THE PLANS. 2. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR THEIR AGENT TO RESEARCH AND IMPLEMENT APPLICABLE SAFETY, HAZARD, AND HEALTH REGULATIONS; AND OBTAIN THE NECESSARY APPROVALS, CONSENTS OR PERMITS FROM APPLICABLE AGENCIES, PRIVATE LANDOWNERS, OR PUBLIC ROAD AUTHORITIES. 3. THE CONTRACTOR SHALL BE ADVISED THAT CORRUGATED METAL PIPE IS FLEXIBLE AND THEREFORE DERIVES STRUCTURAL STABILITY FROM THE STRENGTH AND RELATIVE STIFFNESS OF THE SURROUNDING BACKFILL MATERIAL THE RESULTING SOIL -CULVERT INTERACTION SYSTEM DEFINES THE ABILITY OF THE FLEXIBLE PIPE TO WITHSTAND ANTICIPATED LOADS. 4. PIPE BEDDING AND EMBEDMENT SHALL BE SELECT GRANULAR MATERIALS MEETING THE REQUIREMENTS OF AASHTO M145 FOR A-1, A-2 AND A-3 CLASSIFICATIONS. WELL -GRADED EMBEDMENT MATERIALS SHALL BE FREE OF ORGANICS, ROCK FRAGMENTS LARGER THAN THREE INCHES, AND FROZEN LUMPS. APPLICATIONS THAT INVOLVE PERFORATED PIPE FOR RETENTION PURPOSES SHALL BE BEDDED AND BACKFILLED WITH A CLEAN, OPEN -GRADED, ANGULAR STONE WITH A SIZE DISTRIBUTION BETWEEN 0.75 AND 2 INCHES. OPEN -GRADED EMBEDMENT MATERIALS REQUIRE THE USE OF A FILTER FABRIC TO ELIMINATE THE POTENTIAL OF SOIL MIGRATION FROM ADJACENT SOILS. S. ALL CMP SHALL BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, THE MANUFACTURER'S RECOMMENDATIONS, ASTM A798 FOR CORRUGATED STEEL PIPE OR ASTM B788 FOR CORRUGATED ALUMINUM ALLOY PIPE, AND/OR SECTION 26 OF THE AASRTO LRFD BRIDGE CONSTRUCTION SPECIFICATIONS. IN GENERAL, BEDDING SHALL BE A MINIMUM OF 41NCHES IN DEPTH AND LEFT LOOSELY PLACED UNDER AND ROUGHLY SHAPED TO THE MIDDLE -THIRD OF THE PIPE SPAN, AND THE EMBEDMENT SHALL BE INSTALLED IN LOOSE LIFTS NOT EXCEEDING 81NCHES AND COMPACTED TO A MINIMUM 90% AASHTO T99 STANDARD PROCTOR DENSITY. EMBEDMENT SHALL BE RAISED EVENLY, AS DESCRIBED BELOW, WITH A MAXIMUM SIDE -TO -SIDE DIFFERENTIAL OF 24 INCHES OR ONE-THIRD OF THE PIPE DIAMETER, WHICHEVER IS LESS. SELECT EMBEDMENT MATERIALS SHALL EXTEND ABOVE THE PIPE A MINIMUM DISTANCE OF ONE -EIGHTH THE DIAMETER OR 12 INCHES, WHICHEVER IS GREATER. 6. PUBLISHED INSTALLATION STANDARDS REFERENCED ABOVE SHALL BE SUPPLEMENTED WITH THE FOLLOWING INSTRUCTIONS TO ACCOUNT FOR THE PRESENCE OF MANIFOLDS AND PARALLEL PIPE RUNS: THE BACKFILL OPERATION SHALL COMMENCE AND PROGRESS EVENLY ON BOTH SIDES OF THE MANIFOLD AND ALONGSIDE THE PIPE RUNS SIMULTANEOUSLY. IN THIS MANNER, THE OVERALL BACKFILL OPERATION SHALL PROGRESS IN THE DIRECTION OF THE PIPE RUNS AND TOWARDS THE OPPOSITE MANIFOLD, WHERE CARE IS AGAIN TAKEN TO ENSURE THE BACKFILLING IS DONE EVENLY. PERIMETER BACKFILL MUST BE BROUGHT UP EVENLY AS WELL, AND EMENDED HORIZONTALLY TO STABLE AND/OR UNDISTURBED TRENCH WALLS. SPECIAL CARE SHALL BE TAKEN TO ENSURE THE HAUNCH REGIONS OF THE PIPE ARE COMPLETELY FILLED AND PROPERLY COMPACTED. FILLING THE INSIDE HAUNCH REGIONS OF THE MANIFOLD BETWEEN STUBS IS MORE CHALLENGING AND WILL REQUIRE ADDITIONAL CARE. 7. NO EQUIPMENT SHALL BE OPERATED ON THE SYSTEM UNTILA MINIMUM OF 12 INCHES OF COVER HAS BEEN ESTABLISHED, AT WHICH TIME ONLY WALK -BEHIND COMPACTION EQUIPMENT AND SMALL SPREADING EQUIPMENT MAYBE USED. EXCAVATORS MUST BE LOCATED OFF THE BED, AND DUMP TRUCKS SHALL NOT DUMP STONE DIRECTLY ON TO THE BED. 8. PROVIDE MINIMUM 30 MIL IMPERMEABLE LINER DRAPED OVERTOP HALF OF PIPE (LATERALS AND MANIFOLDS) TO PREVENT ANY PARKING LOT SEEPAGE FROM ENTERING THETOP HALF OFTHE PIPE, BUTALLOWING DRAINAGE BETWEEN PIPES. LINER REQUIRES MINIMUM 2" BACKFILLCUSHION AROUND PIPE. DIAMETER (in) Standard Spacing Haia 01) S (ft) C (S) X (B) 24' 2.0 4.0 2.0 1.00 30" 2.0 4.5 2.0 1.00 36" 2.0 5.0 2.0 1.00 42" 2.0 5.5 2.0 1.00 48" 2.0 6.0 2.0 11.00 54" 2.25 6.75 2.0 1.00 60" 2.5 7.5 2.0 1.00 66' 72" 2.75 3.0 8.25 9.0 2.0 2.0 1.00 1.00 78' 3.0 9.5 2.0 1.00 &1" 3.0 10.0 2.0 1.00 90" 3.0 10.5 2.0 1.00 96" 3.0 11.0 2.0 1.00 102" 3.0 11.5 2.0 1.25 108" 3.0 12.0 2.0 1.25 114• 3.0 12.5 2.0 1.25 120' 3.0 13.0 2.0 1.25 126' 3.0 13.5 2.0 1.50 132" 3.0 14U 2.0 1.50 138" 3.0 14.5 2.0 1.50 144' 3.0 15.0 2.0 1.50 STANDARD HARDWARE(TYP.) 0 �g1 NEOPRENE GASKET (12'WIDE) 4RE (TYP') 12" WIDE BAND ELEVATION VIEW SECTION VIEW BAND AND GASKET DETAIL TRASH RACK DETAIL -(1) REQUIRED- 1 j'X1 j'4' ANGLE HINGE CONNECTED r6' (TYP) TO BULKHEAD EXPANDED 1'-5' LL (TYP.) 45' V-6" 6' s• I T CMP RADIUS FRONT VIEW SIDE VIEW g N N m m N KO r 'aOr Z - wrn o 3m o �& S WE: 3OF16 U Z C W U) a W Z W Z f N N N m N m r III^ Z 00 aim > � z I a I WE: 6OF16 f N N m m N F 2 'In Z o Do TRASH �o TRASH RACK TO BE HOT DIPPED GALVANIZED AFTER FABRICATION. PAGE 9 & TRASH RACK TO BE WELDED AT ALL INTERSECTIONS. 9 OF 16 o E A M O it N to Q C � O vE O >.3 :1 3 a 3 V 00 00 � • � O N ♦ Z N 7 • ` y M • J X O Ln Q LL J � Cc ON O N = vv M a a � J ,D r 0 WZ Z O755 O z_>z a�02a Z U ( n Lu 0 w >D_D_� o z O c� G m N N O N O N LU Q U) 12) O Y U) Q W N CO O D N mt CY) O N (n Y (n o CD Uj U 0 W z z LU Y LU U�3: U Q 12� w U) 11� = 0- 0 0 U mi RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 RSKI 1,�i. OFF Lie. No. 0402048507 J O O vrU^^ rJ Q Z W vJ W Q J z > >J LU w� 0 z 06 Z_ Q O U LU�/ J !^ z Q LU � O � m O Q Z U 0 z LU O Q a rr o SHEET C 1.2 1 I 2 3 4 5 6 7 3 4 5 I I I 10 11 12 J H G F E D C B A _ _ I I � Ii I I I i I I ` III I i 11, I\ 11 JI -4. / \ \ I I ` I SHEETS C2.1 C2.4 C3.1 & C3.4 ID \ EL EP it `� \ \ �� ` (6 SPACES) V\\— M \\ NO \ ` \ \ ASPHALTUJI -------------- h \ \I \ / - - '�` -�• ,S \� ` \ 15" RCP '� sa r EP _W_ rn ASPHALT —W fin\ \\ Kr OL I17 \I�\I`\, {r \\ v ✓ I ftCOAIC N64015'571W r I Ico TMP91-13 15"R�� \12.00',/ COUNTY SCHOOL BOARD OF o q \ ALBEMARLECOUNTY, VIRG/N/A / \ \ I • DB. 1033, PG. 313 o � D \ I \ �M • ZONED: R1 �7 \l \ \ \ Ism I I12"\` n� ZZ \ � � � I � v o 0 o I --- _ / 1 , I I \ \ — � r_\—X 6 � � � m ';� L �\ \\ I o ®--- cO1v =----____= D � I I I I 1 --��a ���.i�: �'.•''��;::,ti���;�:. .1i ���'14�i'\: t���''14ai�':::. I \ \\\ � \\ \\ ' F \ cn 9' ASPHALm T \ CONC. 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No. 0402048507 5/ 20/ 2022 rw `ai z 0 O 1 Q C/) z Q U H z v W 2 z — Lu a — W E: 0 > _ X LJ w > z J z O z Lu Q W 0 Q W > _j Q O W Z ry d 0 SHEET C2.0 E C LE W 3 0 5 I 7 I 0 10 11 12 1 3 4 5 I 7 I I 10 11 12 J H G F E D C A TMF191-1D / DOMINION CRANE & RIGGING, INC. LllIl STOF \\ \\ \\ 'i9ss DB \\\ \\ \\ \\ \ \\ \\ `\\ \ \ `�\ 1237P ,\ G. 594PED \\ \ IMPROJ \ \ \ \ \ \ \ . \. �\ - - ZONED: LIGH I INDUSTRY \ ` ` \ \ \ \ \ \ 1 \ \ \ 1 1 \SD INLERV � � ` \ \ \ ` \ \ \ \ \ \ / 1 1 \ 1 / / I� O R 2.'S'X 2.5, TOP=586.84' 60$ %� 1 \ / I / �j / / / c�d� NV. OUT=584.'99' 15 / 2" D I - - \ - • : ` :\ - - - \ - - - - - - - \ y ^ - \ / - / / l E4SE DRAINAGE l r / EASEMENT / / L)B. 4425, PG. 332 / / 0 / / 2Cr 40' Z. CONIC SWK CURB - - ` - 77 _�`: \��� .' KEY PLAN / If \ \1 \ EP \ \\ \ \ \ - \ �- - - - _ " .� : 600 / / / l / EX. 20' WAT IIz\ \ -\--// / EX. 15"VIRGIN/A 1 l / I I ( % _ \ \ \ I I \ \ I \ \ I \ ` - - _ = \^ �., _ \ \ ` -__ - _ - _ - - - - - _ - \_ `' / / / / EASEMENT \ DB. 4425, rs \ MHD POWER' EASEMENT \ � � / � \ \ \ TOP = 58573' \ 2" DEC. � • ' ' : � / / / / / // INV. 1N=583.08' NE T5"RCP (6 SPACES "•__-_ --_-- 9 / / / / / INV. 1N=583. 13' E 15"13C£ ) INV. OUT=583.0' 15" RCP ASPHALT SD l LETYN\GRATE \ \ _ 59$ - _ - _ - - _ - - _ \ // 7- //- - \ O 3"MAPLE \ \ 12.5' 2.5' - - - - - _ 5 / - - _ / /MHS \ / `(co)s"PVC \ � �/ i a �\ \ ♦� 7bP--587.32' - ` /- - - - - - - _ \ _ / 59 �S \ �QP J588.fi1,_ \ W I TOP=585.72' 7/c \ - \ II 12" \ \ �+1.c' sss I 10"DEC. INV. IN-�85.20'(SO j - - 7- - _ - - - - - _ - - - �,�,�LINE - - / ''l/yAGC/ESSIBLE INV=579.83' // CO $ - DEC. - INV. OUT = 5584,93' NW 15"RCP - - _ - - _ _ / / ll B$ \ - - - I l I \ \ - \ \ ' '\ "B9 .� / - - - - - - - - - - - - - - - - - - - - - EASEMENT FOR ACSA / / / /' �> II \ - �\ NO PUBLIC USE \ - - - - ----------------9�1831'RCr 129 ---- 8"DEC. \ _ a SIGN / - - - - - - - \ - \ / / / �/ / \< N \a I \// (co)s"Pv 11 - \ \ /' I /------------- - 590- - - - - - - Z R - TOP=85.79'-----_��_ __- - -- \ \ \ ____ / - - - - - - - - - - - - - - - - - - - - - _ - _ - - _ - - _ _ -- - - - - - - - - - O- I /NV j79.94' \ --�----_---- - ----------- ------ -- --- - ----- 2- - \ lI \ // \ - r \ _ 590 15°RCP / \ - EP \ {I / TOP=585.US-------- _ S8 \ \ \ \ INV=579.22' - EX 20' WATERLINP \ - OO I r ASPHALT EASEMENT FORACSA \ *0 W- f \\ _pp -w -W \ 0�' DB. 1096, PG. 733 o sus ® I I EP GRAVEL GRASS IL \ o I /1 / " / / \ \ \ \ \ m \ \ \ \ \ \ $ 6' CONC. GRAVEL \ / \ �ll/ L \ o ss� m 8" CHERRY- - _ / ♦ \ / / \ I III _ _ \ \ \ \ \ N \ \ METAL I \ - - _ ,\ \ \ \ \ n \ \ I I I 3' (w) DOOR 3' (W) DOOR 1 S IRS \ 11 \ \ \ \ n \ \ \ FFE=589.00' FFE=88.98' 3' (W) DOOR FFE=590.53' FFE=590.6 ' 1 LANDING I / FFE=589.00' � 1 1 1 \ \ 6- DEC. \ \ \ r I FFE=588.98' L3'(W)DOOR CLASS OOM / 1 I INk � � L3'(W)DOOR / � /TOP=83.76' \ \ \ \ 3' (W) DOOR FFE=588.98' MOB•/'�•LE \ \.,l31.�lNV.=579. "I22' \ \ GR S FFE=88.98' �+� C'ft\ \ \ \ \ \ \ \\41 \ \ FFE=590.59 FFe=ssas9' I �C ll I / I 1' -W J a 5-CREPE(2) / I / / 1 1 I \ \ ` ` W �44ETAL DECK / / / 1 s8 , \ a / / IMHD 'Dry I I s"DE \ I I \ \ \ s ` \ 6' CONC. SWK / / - / METAL STAIR I / I I OP=584,p4 ( ) I I I \ \ < \ 3' (W) DOOR ! I \ ®/ / I NVV =57 .70' NW 8" PVC` / / R I \ \ \ \ \ T- ® FFE=588.99' 6'(W)OBL.DOOR 6'CONC.SWK \ GRASS I� I I / I/ (INV. O(�T=579.66'8/C SO INLET W/GRATE / .\ I I I \ 6 \ 6'(W)OBL. DOOR _\JI / rn / FFE=588.99' \ / / TOP=580.99' I \ - FFE=589.04' I I O# \ \ 6 10" CHERRY a / / INV. IN=578.66'(SE)8"RCP / \ O I I I I li \ \ \ INV. OUT=578.58'(NW) 15"RCP\� GRASS 6" MAP E ) \ I � • \ MOBILE 12" DEC.�4}' N \ \ I \ 1 \ 2 12"CREPE CLASSROOM 5" P FFE=89.02' m 15" RC I I / 3' (W) DOOR 3 (W) DOOR \ . 1 I 1 1 [ n O f\ a \ 3' (W) DOOR FFE=89.05' 3' (W) DOOR FFE=589.06' FFE=590.46' l FFE=589.06' OOD . 2$"RCP. I� 1 (b� EX. m I \ ® FFE=89.03' 1 \ \ h I BIORETENTION I (`4 1 / 3' E=5890R RAMP \ Ml/ID • ' • l/JV=57563` : ; ' . I FFE=589.04' \\ , \ I 10"CHERRY (C�^t, l a 6"DOGWD I \ \\\ \ 1 1 I 1 TbP=5�2.72/ SD. c;UR8. LET W/ MHD I , \ ) 7 1 1 1 C'rlarS'' 1 / SD 1.5581.5' GRATE METAL \ \ \\ 1 1 1 /TN. IN=57�23' (,SW) 15" RCP / I 1 I n O 12"BIRCH LAND. LQ \\ 1 1 I 1 I I�VV. l -57 .10' ) 15"RCP ' TOP=581.63' � / co TOP = 588.15' ETa[ I INV.' 1N=5 734' 15"RCP / 1 `. I m cn 13 C I I M 0 11 1 I 1 I I I Z INV. OUT = 58756' (N) 4"PVC \ ST IR\\ 1 \��'--\ \I l 1 / '.INV- :OUT=$ 712'24"RCP g'` I 1 1 rh ��y 2 y \A \ INV. IAl-57 .23j(N) 8-)?VC a \ \ �\ \ /INV. OUT 5761.?2'24%RCP / BOt=57 .93'1 / L(,r/�'� �"') CONC. i 6- DEC. (4) 1 II CaS' / / / I I I I I // m 101, a 8"DEC. FFEDOOR 589.05' / '��..rr. / I = 1 D \\ / \i O \\1\L -''I ' \\ ,'/ I /// I I �I 10"CHERY l ® \\ 11111 11\\ O \I 21"RFP 11 11 y, I y o I 1 () GRASS X \\ $ N FFE=89.01' 3' (W) DOOR \ \ \ m 11 11 11 1 1 1 1 3' w DOOR \ NV-574.55' 1 1 FFE=589.03' m I I I I ® - coNc. _ -\ j \ I / N64°15'57"W - - - / l /' ~ y I i1 rF,�I - 1 1 11 ® I s' w DBL. COUNTY SCHOOLTMP I BOARD OF J \ \I 1\ 115" RCP t � 24 I ! I I 3'(W) DOOR ( ) 3'(W) DOOR \ \ 0 I I 12.00' 9 ' / I I DOE 589.08' s FFE) DOOR O �y / rc)o, 1 FFE=89.05' FFE=589.06' 3'(W)DOORALBEMARLE COUNTY V/RG/N/A C\ I rc-® HS DB. 1033, PG. 313 FFE=588.99' 1 \ /�STATUE TOP=587.61' m I I ZONED: R1 NV. IN=580.79' (SE) UNK MATERIAL I Q / / \ \ \ / \ J \ de NV. OUT=580.43' SW UNK MATERIAL 6' (W) DBL. DOOR DO . i RAMP W/ ( ) \ \ \ \ \ \\ ® FFE=589.02' FE 589. Q o 8"DEC. D 1 9. \ a \ \ EX. 15"VIRGIN/A I 1 / Z MHO G I / _ \ I \ POWER'�ASEMENT \ \ / 3 \ MULTI -LEVEL TOP=588.83' /� \ \ \ \ \ \ \ \ p D D \ \ DB. 1096, PC. 7<39 \ �.rt,r+ I ® INV. 1N=57703' 12"STEEL MASONRY, BLOCK& FRAME \ \ \ x1 \ \ INV. OUT=57726' 15" RCP G \ I \ - I ® SCHOOL FACILITY SD INLETW/GRATE 2 //\ \ \ 4�HA1NLlNK \ \ \ ` a'roEc. I TOP=58L82, BOT=576.9T O // \ \ -I O \ I ,. - \ I I I MOUNTAIN VIEW E.S. v / , \ \ \ \ N Z \ - - ` \ \ � / / {-'- (1757AVON STREET EXT) INV. IN=583.37' 8" PVC /j \ \ \ \ \ \ \ \ \ s80 o = (n I\ C&G ` \ ` �° art,' 1 I_ J '}O I 3'(W)DOOR INV. OUT=582.92'12"PVC \ \ - ��,' ,- \ I I FFE=589.02' 3' (W) DOOR FFE=589.04' 3'(W)DOOR L m EP \ I FFE=589.03' 3' (W) DOOR n m \ I \ \ MAILBOX\ 6"CHERRY 1 \ I FFE=589.04' m `\ EX 20' WA _ I \ \ \ I I \ I I I 3' (W) DOOR / \ \EASEMENT FOR ACSA �, \I 1 FFE=589.03' l \ I \ 1 1 \\ \ \\ \ OB. 1132, PG. 751 I "-� \ - 1 a a a • GRASS PI1 n OB. f096,PG. 733 ¢ \ ®------------------------------- I II \ \I 1 s a \ O I f0"NOEL 8"CREPE 12" -,{ \ I I \ °`-\ I I 1 \ I s' W DBL. �, I 11 CONC I I I 1 1 1 I ---------------------- 8"CREPE (3) m 519 �cP� `ram \ ASPHALT \ I I EX. 20' SEWER !'A^,ZEMENT 3' (W) DOOR (DOOR CONC SWK I I I I 1 1 m I I I FOR ACSA \ I FFE=589.05' FFE=5 DOOR I 6' (W) OBE. I I I 1 1 1 Z \ I \ \ \ I OB. 1132, PG. 751 ` DOOR , 1 MHD / _ \ \ EP \ \ \ 1 / I \ \ / \ 8"DEC. i 8" CREPE I I FFE=89.00' I I 1 /' I I 1 TOP = 5 0 INV. IN \/ O \ I C&G 11 I I I I / I I I CONC. \ / ® I ',dr' / I I I / I I I I INV. IN \ I I / \ ' • / II \ INV. O \ CONC. SWK \ I l .[�'CO�^��, / I I S'eg _ • II I I 1 8"BIRCH '<Ia' I I I I • 3'(W)DOOR I I 1 / 3' (W) DOOR 3' (W) DOOR I C CR, GRASS / / ® FFE=589.06' I ( \ I CURB RAMP 1 I CURB RAMP [ I II I / P • FFE=589.01' I I � \\ I \588 O \ SD INLET W/GRATE I I q II R 4"DEC. \ a \ / WOWS \ 1 WOWS CURB RAMP W/DWS . I • TOP=588.28' C \s"DEC. \ \ I 1 I 8"aOGWD i'x 1'METAL 1 CO C. 6"DEC. INV. OUT=583.82'8"PVC II X \ \ CONC. SW • I I � CANOPYCOLUMN 1 ® I 2 I h & FRAME (TYP) \ a I ~ BRICKAQON. SIGN 1 CURB WI%MPwS 'Q \ 11 \ \ • ® I I h0� / I (MVES) 8"SYO \ 3' (W) DOOR I I -�SAN- - _ - - SAN- - FFE=589.00' I X ¢ �A/40PY CONC. SWK UFO I / / (CO) 6" PV \ O / 6' (W) I _ - UTILITY I I \ \ I I / FFE. DOO89 0R' I I UFO_ - VAULT / / TOP=582.10' I \ I / r ® ° ° 3' (W) DOOR 3' (W) DOO FDOOR9.0�' INV.=579.59' I I \ I 3'(W)DOOR II ®� / \ \ �y1 I , ° 1 • ° ® ® ® ® FFE=589.03' 6' (W) DBL. DOOR I I I / / • FFE=589.02' CONC. 3'(W)DOOR GRASS FFE=589.00' FFE=588.94' I I I! I I 12- DEC. (3) I I 1 \lIA / / X NO PARKING SIGN I I 1 I I 4"pEC nl I I / 61(W) 3'(W) DOOR FFE=589.00' BI I I II I / DBE=NOT MEAS. h� �OP=S I 1 1 I BIORETENTION I 1 I � /_/ I INV. IN a I 1 1 MHS (GREASE TRAP) W/ \ - INV. IN INNER DROP CONNECTIONS / / INV. O W 0 1 2"DEC. \ 1 I I I I O TOP=58743' 3' (W) DOOR \ \ h I c 20" wiLLow 1 \I n I I C C.I I 11� INV. OUT8583.OE(W) 4V PVC \ FFE=89.01' / \ I I \ I I I I I I I ti I I I ° 2 (V' BOT.=580.67 \ 9 TREADS, PS 8"DEc 1 I I ` I\ LIQUID LEVEL=583.08' \ 10 RISERS 1 0* DEC. I \ \ FCONC. SWK / v IIII �l.d ry I 1 Iv \ 3'(W)DOOR v�i I 580 gC� 3' (W) DOOR FFE=89.00' (j \ Z l f/1 I I I° CAN Y FFE=89.02' O 1 fO K.r' FFE=589.00' 1 3'(W)DOOR ( \ O I I 1 1 1 \ 1 m I 1 m I am I 3' (W) DOOR \ 1 O I / \ a1 1 \ \ • Oo Q FFE=589.0V UTILITY METERS W/ - \, In 1 I \ CHAIN -LINK FENCE (HT=5) / / Y I I\ I \\ \ \\ \ o\ I m Ir11 1 I \ - -I I LOADINGDOCK 3'(W)DOOR FFE)589.01' y�0 DOOR PLAYEQUIPMENT �\ 1 I A 1 I I I° W/CANOPY / FFE=589.03' C STEPS likI I \10 3 TREADS, RISERSSB) I PLAY 72. ° II 3' (W) DOOR 3' (W) DOOR O AREA DEC. {W� FFE=589.06' I X i' 1' METAL i �Na�+ FFE=86.50' 2 I INV. 575.�?O'\\ \ \\ I \ I C NOPY COLUMNI I I_ \ _ CONC. STEPS CONC n ROQK & RAME (TYP) 3 TREADS, ARMOR II ° I \ `r56, 4 RISERS I 3' (W) DOOR FFE=588.99' \ \ \ \ \ 1 I I \ \ \ \ EP / m 8"DE \q) \\ \ \\ \ \\ \ \\ \ I I I\ Q I n \\ V\\\ChYE\ \\ \\ 11 \\ FFE)DOOR 586.54' 6'CONC. SW. ® g01 li \\�\\1\I\�\\\ (CONC. REMOVED AT TIME OF 1 411 I 1 1 1 1 18"BRAD PEAR I I ) \ I { SURVEY) I Fq METAL RAMP GOAL ° o II I I I 1 11 11 II 11 I la I \ I\ I I I° I L7 I I PLAYEQU/PMENT GOAL Z III 12_DECy 1 11 11 II 11 11 11 \ \ I I I I © a I I \ I W ATHLETIC COURTS m MHS ya6 CLASOSROOM \ Posr V.lN8581.14'(N)4"PVC w ° ININV. IN=577.97' (NE) UNKNOWN 8"DEC. 1 1 I 11 1 11 I 7 WOODEN ENCE I I / ( ) INV. 1N=581.28' (E) 4"PVC R I I I I 1 1 1 1 1 1 1 1 I• I \\ WV) DOOR 3'(W) DOOR / INV IN=579.55' SE 4"PVC INV 1N=583.37' (S) 4" PVC POST INV. OUT=57787' (W) 8" PVC LU Z O r (1) 0z z>>z 0- a�0E Z LU U 0 Lu w > (L 0- o U) Z O m H (V (V O (V O w QU) Z O_ Y U) d O N m m CD Y In o U). U U) W Z Z Y U�� U m 0 0 U mi H re RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 CRAIG W. J. KOTARSKI Lie. No. 0402048507 " a5, 5/ 20/ 2022 cr. J O vJ Q L z 0 LU LU Q Q LU Z 0 7 Z LU> 0 LU> U Z ` n O L L� r Lu � Z Q U) Om w Q W U Z w j a o SHEET C2.1 E C C 111111110.1 1 3 ■ 4 5 I 7 I 0 10 11 12 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 J H G F E D C B A TOP=580.99' = Q 1 \ \ 10"CHERRY INV. 1N=578.66'(SE)8"RCP , � I I � I I II I \ � \ aMAPE \ \ n IIp ' ' LEGEND: INV. OUT=578.58' (NW) 15" RCP I I 11 1 \ �� \\ I Q • \ I \ n • MANAGED STEEP SLOPES \ / = I / I \ 12"DEC. m \ I \ 2 12" CREPE 3' (W) DOOR \ FFE=589.02' 15"RCP II I I n \I I o 3'(W)DOOR • \ I 3' (W) DOOR I I I ( Q O /� p x FFE=589.05' I O EX I i{C�2�, \ / FFE=5B9.06' m atr' J\ ® / � I BIORETENTION •:•INV.=575.63':::.;.:. � 1 \ 10" CHERRY �Cv,� l p LET W/MHD s^DOGwD n TOP=581.63' 12"B/RCH ---- . INV: %N=5 '.34' 15" RCP ) 1 �'� I 1 / m A I Z o .9 :INV: ;OUT=$ 712'24"RCP ��e1\ ,y 11 / I cs n I I I I � oa 1 h cn '•rt./' 7rn-7 �'�i\6"DEC. (4) I 1 // / I / 8"DEC. 3'(W) DOORO�;,�FFE=589.05' I° o \ L - / / / o I 3' (W) DOOR I SCALE 1 "=20' FFE=589.0V 0 SI CIO, LONG. _ 0 20' 40' I I L ITI I N64015'57"W - - - � ' / / � s' w DBL. 12.00' / I I I I 3' (W) DOOR DOOR ._ O FFE=569.05' Al \ I yy a I FFE=589.08' o HS KEY PLAN \ STATUE i ' / l / of l I I 1 ® TOP=58761' 111 IT1 I \ I \ \ I / I / a I I NV /N=580.79' (SE) UNK MATERIAL 6' (W) DBL. DOOR DO / / n RAMP W/ NV OUT=580.43' (SW) UNK MATERIAL O 6) O X \�\ \ /\ // 8"DEC. // I y I I D • FFE=589.02' FE 589. OCa 9. N �� a \ \ I \ \ EX. -45' ,VIRGIN/A / L!EC MHDTOP=588.83'i_I \ POWER'�ASEMENT / \ MULTI -LEVEL D \ INV. 1N=57703'12"STEELO D \ OR 1096, P0.7."39 • I \ MASONRY, BLOCK& FRAMEINV. OUT=57726'15"RCP\ SCHOOL FACILITY SDINLETW/GRATE \ \ \ / I I MOUNTAIN VIEW ES. INV. 1N=58 ��'88PVCZI���(1757AVONSTREETEXT.) o C&G \ p ^ I IJ 401 I3'(W) DOOR INV OUT=582.92'12"PVC\ \ FFE=5B9.02' 3'(W) DOOR-t7 _EP / \ \ \ -1 I I� I FFE=589.04' 3' (W) DOOR 3' (W) DOOR \ \ \ IT1 \ I \ \ MAILBOX\ \ EX. 20' WATERLINE 6"CHERRY I \ I FFE=589.04' FFE=589.03' \ EASEMENT F , PG. 75 I I I I EC�^A fCvz m \ \\ \\ m \`rw �[�F C'+OUS`' i{+CfLS'� Ct • GRASS FF(W)DO R / l \I \ \ \ OB. 1 96,, PG. 751 I o� -� Z - _ I / OB. 1096, PG. 733 "' \ I \\f0"HOLLY 1 mrt. ___12° // 1 ITI n \ \ 8"CREPE------------ ---------------------- / \ pN w I I I� \ 8"CREPE (3) I II GOND------------------ -Y�J -•� \ I I \ \ 6' W DBL. �, I I m m 539 �Mo `rc� \ ASPHALT \ I I I EX 20' SEWER t'TI \SEMENT 3' (W) DOOR (DOOR CONC. SWK I I I I I I FOR ACSA \ I FFE=58s.o5' I •� s' (w) DBL. I 1 Z \ I \ \ \ I I OB. 1132, PG. 751 \\ FFE=589.04' I 8'CREPE I I DOOR I I I Q \ i = \ \ EP \ \ \ I I 1 I \ /� \8"DEC. I FFE=589.00' I I I m CONC. ® I I I \ GONG. SWK \ I l � I I 'S8B • 3' (W) DOOR I I _ I i I 8"BIRCH �17 / / I I I I / • 3' (W) DOOR 3' (W) DOOR FFE=588.99' I I I II C qz� I GRASS , • FFE=589.01' FFE) DOOR I I �C(v�^y� ( \ 1 CURB RAMP 1 I CURB RAMP ( / • I -� a \ 4"DEC. \ £'C!4' \ WOWS \ 1 ((g�) TOP=588.28' I p i�,r1t.„�t''� I \ CURBRAMP I I _ 588 ❑ \ SD/NLET W/GRATE \ � wiDws o WIDWS 1 • 1 = ^I\ \ \6"DEC. \\ \\ I CONC. SWI( ( 1 I 8"pocw0 Vx 1'METAL 1 CO C. 6"DEC. • INV. OUT=583.82'8"PVC II I CANOPYCOLUMN & FRAME (TYP) I/ I MP BRICK h(ON. SIGN I CURBN/OWS \ \ \{�� ` I \ \ • ® I %`0. I (MVES) 1 \ I I II 8"SYC. 3'(W)DOOR I -SAN- - - - -SAN- - FFE=589.00' I \ I 1 "" Q CANOPY CONC. SWK I I UFO I I - + UTILITY / , (CO) 64PV I \ i 6' (w) UFO VAULT / / 1 I TOP=582. 10' \ I I I \ -/ - DBL. DOOR V Ct�' I I ® ° 3' (W) DOOR 3' (W) DOOR INV.=579.59' \ ° ' ° FFE=589.01' 3'(W)DOOR I ®`�^ / U I \ l I • ° • • • • 6' (W) DBL. DOOR I 1 / 3' (W) DOOR FFE=588.98' FFE=589.01' FFE=589.03' • FFE=589.02' CONC. 3'(WJ DOOR \ / I �,•,��t,.�r.�/ 1 I 1 \ / I ° , GRASS FFE=589.00' FFE=588.94' I 12"DEC. (3) I 1 1 \ I I / NO PARKING SIGN I 1 I 4"IDEC. 3' \ / ( ° I I I / 6' (W) (W) DOOR EX. I I C / DBL. DOOR A FFE=589.00' I/ ty I I I I I I BIORETENTION i i I II I I I FFE=NOT MEAS \ / W 11 / INNER DROP COREASE NNECTIONS TONS / I I I TOP=58743' 3' W DOOR '0 I2"DEC.\\ i III I D I I° I � INV. IN=584.5'(E)4"PVC \ FFE589.01' / I 2B"WILLOW \I J 1 \ I I I I I I I I I y 1 1 Cqy C I kn INV. OUT=583. 0' (W) 4- PVC BOT.=580.67 ] LIQUID LEVEL=583.08' 8"DEC i Oul I I � I I \ \ cN 1 111 1 \ n I I III 1 1 �v I / 11 I I DEC / 5'CONC. SWK II 11 I Y I \ I Y 1 1 II 1 h I I I I I I I I I / \�\ 3' (W) DOOR y I 3' (W) DOOR FFE=589.00' \ I I \ 1 1 1 1 I pp c FFE=589.00' 1 3' (W) DOOR U / \ CAN Y n l FFE=589.02' p of I 1 1 1 rn I 1 I m I I 3' (W) DOOR \ U / \ al l \ \ \ • I �o n FFE-589.01' UTILITY METERS W/ \I \ \\ \ n a I m I I \ CHAIN -LINK FENCE (HT=5) Y/ \\\\ \\ \ o%\ I 7 y I 1 I \ - -I I LOAD/NGDOCK 3'(W)DOOR FFE)589.01'' y�0 PLAYEQUIPMENT / 1 I I I /- S> \\ \\ \\ I ( A I I I I° W/CANOPY / \ y1y I I (I to 10" CONC. STEP FFE=589.03' I\ 3 TREADS, 4 RISER `SB) PLAY \ 12„ 3' (W) DOOR 3' (W) DOOR AREA / I \ I ° FFE=589.06' 6§7-\PI C ` \ \ \ 1'x 7' METAL DEC. I FFE=586.50' / / INV. 57,Vb!\ \ \ \ \ I \ I C4NOPYCOLUMN I I \ - CONC. STEPS CONC. n \ & FRAME (TYP) 3 TREADS, I F \ s�, 3' (W) DOOR / I ' I I \ \ \ \ \ \ \ \ \ \ (\ ARAdORI ° I 6, 4 RISERS �O I FFE=588.99' ( C)/ I \ \ \ \ \\ \\ \I I I I I EP \\ \ / \ \ \ \ b2" CNERNY 1 1 I II ° I 6' CONC. SW. ® 1 \\ \\\\ 1 \\ I I \\ \ FFE-)586.54' l I/ I \ TI \ \ \1 \I (GONG. REMOVED A SURVEY) 1 �cq 18"BRJID PEAR i I l \ III\ I Ip{ U I METAL RAMP GOAL o GOAL I I I �lr' 11 11 PLAY EQUIPMENT /\ I I I 1 s ATHLETIC COURTS / IL LL I I I \ 0 Z, I 2"DEC, \ I I I I \ \ I I I O L I I I I I I I I II I I `C) \ I 2 � A (ASPHALT) 1 I 1 \ y `o x HS MOB/LE POST MTOP=58752' yy w Lr�CLASSROOM o INV. 1N=581.14' (N) 4- PVC Ie \ \ II II 11 11 11 II I I I \\ I \ I I I i� I 'S INV. 1N=57797' (NE) UNKNOWN I III 1 1 1 1 1 1 1 1 I 1 I \ l I\ 1\ I T WOODEN w 1 INV. 1N=581.28' (E) 4"PVC }p y II 8"DEC. I I I I I I \ '\ FENCE I I I / \ INV. lN=579.55'(SE)4"PVC rA I I I I I I I I I I I I I I \ I 1 I I INV. 1N=583.3T (S) 4" PVC ,Iy / I I I I FFE=586.0R FFE=586.03' / / I I 0 II I II I I I I �,•�Ad'Ei I I II• I \\ \ �I POST INV. OUT=57787' (W) 8" PVC /SPN/ METAL STEPS ILA DING SD RATE /N 5 � I I I I I I I I 1 1 1 6" DEC. (2) � +r ELECTRIC VAULT ?QP=57 12' / \ I 1 11 11 I61MdPL6 1 1 ( �R6 o I I \ "'w' /SPN I I I ® p CHA/NUNK(HT=4) INV. IN=569. ' (NE),6" Cl \\ I I I 1 1571 I I I I I I I I I ` s' I \ o / # ° GOAL GOAL INV. OUT=570.57 SW) 15" P I = I 111 # I # 6'CONC. SWK ® 6'CONC. SW. ° 8" SYC.MHS I SAS UGP� - TOP = 573.23' I / I-/ /' I I I I 1 1 I I I I X 20' SAN/TARP I j W INV. IN= 566.55'(SE) 8" PVC ER-EASEMjo I I PN8„ INOUT = 566. f0' 8"N 0°117 PVC 55 I ° '/7 8"D / I 11 1\I I\ L \ / / US. 1096, PG.0 V. SA 733 - TRA FORME SPAC W / ONC PAD WATER VAULT SWINGS SD GRATE INLET o TOP=584.35' INV. OUT=578.80' 12" RCP 6"DEC 585 I RAMP A SP.IIpCES) I (5 SPACES) MHS y1g/ / / `I am - - / 7 �-/ - \� \ \ - - - - - - - - - I I I / / / ASPHALT JFO/ I I EP X C<�RB II/ J TOP =564.24' ♦ -\ /j'�I - -G� -L -1 l - - - I N/ _ S / O ASPHALT 11 INV. lN=55701'(E)8"PVC_ SAN - ' �Sq \� / // G� /SP / I I I II EP 11 INV. OUT = 55707' (S) 8" PVC S SAN , 1 N7- -�q�- �- $" / 5 / / S,yN. (14 SPACES) 51 � \ \ \ 8., / I 0 (8 SPACES) I I 1 I `I 1--_ �,\ �\ G - -�- UFO I (II SPACES) 584 6- DEC. (2) y0� II I '2*t - //\UFO 58 / �- I I I �� (11 sP< PRESUMED LOCATION OF / / 1 �I,12"`DEC. \ \ \ CONC. SHED 0 / UNSPECIFIED SANITARY / 1 l \ p �'\ EP EP I CONC. P ROCKA (MORE C T) 11 EASEMENT FOR CHARLES L. HILL 1 OF WOOD FENCE ®® AND DONNA M. HILL I l \ O� (HT=7) x UF70P-584.25' � 585 I C&G II EP INV. IN=575. 10'(NE) UNK c,Rr' s"DEC. CONTAINERS (2) INV. IN=575.20'(W)8"PVC 6"&G 8"P/NO K(3 =� \ _ I 4. () 581 -- - / INV. OUT=574.75'8"PVC / CHAIN -LINK 4" DEC. FENCE, HT=5' MHD �. G - 581 �X- - �X� I I TOP=569.35' CSC �AA_PLE _ G X r-, If INV. IN=564.20' (E) 15" RCP -G - - - -G - INV. OUT=564.20' (W) 15" RCP - - - - - - - - -G - - - I _ �X+ 6"PVC \ _ L EX. BIORETENI YN �0'N GRAVEL I I if `SB9 - -- 580 5j5 ROCK ARMOR SD CURB INLET TOP=572.16' INV. 1N=568. 11' (E) 15" RCP - _ - - - - PRESUMED /APPROX/MATE INV. OUT=56781'(W) 15"RCP h _ LOCATION EX 20' EASEMENT FOR CENTRAL TELEPHONE COMPANY OF VIRGIN/A _ \ DB. 598, PG. 395 Z \ 5S0 - A I m I70 I / / X_ ` `06, 8S y mo E o N Q -0 O a/ E � 3 N 0 3 m � L U M m 1U • • O N O • Z N • y M • • _ V r X O 0 Q N � � v C N N O > In In C Ol O N � v� M a� � J o w wU) z ~O} z 0 zZ - Z w ::) Z _O H 0- d � 2 Z U 2 U ¢ W O W >aaU 0 U Z O m N N O N 04 O w Q U) L0 Y _O U C) a N N Un Y C)U) u). U U Lu U Z O Z 0 Lu w 9 U 0 0- o�0 U RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 4 CRAIG W. J. KOTARSKI > Lie. No. 0402048507 ..�, 5/ 20/ 2022 n. ` Q z z O w wa 0 w0 Z z w5; O V z LQC) r � z < U)� 2 o0 < LU H U w CD Z ry a o SHEET C2.2 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 I 11 1 12 1 \ \ y 10" CHERRY a - / / FFE=589.04' \ I - � - t 1 / / / / / / CO / ' / ' / / \ / / / I / I \ \ $ �w r � 1 \\ \ I I \ / / / 51 / �\ / / / _ �\ I \ \\ / / / / / ., \ Il l � \ y a ® GRASS \\ \\ \\ I I \\ / // ��/ '/ / // ///yq r✓' X �\ / l \� I \ • \ MOBILE \\ / , / / / / / / , / 03•� I l / o _ coma \ CLASSROOM \ \ \1\ 1 \ 1 1 \ / I / / / / ' , ' / / 1 \ l l l 2 12"CREPE 3'(W)DOOR - \ \\ \ \ 1 I \ / I / / / . / / / / $4"06�1I 1, \ LEGEND: I D \\ / / / / / / / / / / / L FFE=589.02' 1 \ \ \ \ , `�q \I 3' (W) DOOR \ \\\ \ 1 \ / / / / / / / / \ \ l / I 3' (W) DOOR 3' (W) DOOR \ \ \\ \ \ \ / / l l / , / , / / ' / / / X l FFE=58OO FFE=589.05' 3'(WJDOOR ooD \ \ \ / / / / / ' ' / / /' / / / / / / / \ MANAGED STEEP SLOPES ,I FFE=589.06' FFE=590.46' \ \ I\ ) T FFE=589.03' I \ \ / l M/HD / / ' / / / / / / / \ / 3' (W) DOOR RAMP \ \\ 1 / , , / / / / FFE=589.04' \ \ \ \\ 1 \ \ l / , / , , / / / / / / / / / / _ >/ 1 I I 10" CHERRY l p 1 , a 6"DOGWD SD 1.5'X Z5'GRATE METAL \\ 1 1 I / TOP=5-57 / , , ,�0 / / / / / / / / I I / \ \ \\ 1 1 IINV. IN=s7�/23' (SW) >5" I�CP / / 5 / / / / / / / i / I / O 12" BIRCH LAND. \\ 1 \ I 1 1 I V. IN=s76.10' oIN) 15" IPCP / , ' , ' / / / , ' ' / �/`X / y TOP = 588. 15' n��ET.IL I / . / / / / I m A I I 2 O \ s7\AIR� \a cr; \ \ I 1 NV. 57 .23' (N) 8"PVC / ' / ' / / / ' / ' , / , / , \\\ / INV. OUT = 58756' N 4"PVC _ ,6 / / / I I � � I ` y \ \ * \ I 1 1 / 6 / / ' ' / / / / / ' / / ' / / / / \/ c" h a \ \ \ INV. OUT 576132'24%RCP / / , , / / , / /�\ d) I I I I I I \ \ \ \ 1 \ I BO 57 .93- I 1 / / / / / / / ' / / / / / ' / / ' / / X O I I I I � colvc. \ \ \\ 1 \\ \\ \ \ \\ \ / / / / / / / / / / , / , / / ? mac- _ \ 2 / m A C178"DEC. 3' (W) DOOR \ \ \ \\ 1 i / / / / / / X I / FFE-589.05' \ \ 1 \ \ \ \ 5 / / / / / \\ - w \ \ \ I 1 1 1 / , / , / / / , / / / / 10"CHE RY l • \ \\ \ 1 I \'� \\ \ \ \ \ \ I I 1 1 1\ / /' / 56 / / // // / // // // // / / / // // h, I/ / �- / I %*- 1 \ 1 1 1\\ 1 I ) 1 2I,"R) P I I 1 1 1 1 J / / / ' I 3' (w) DOOR J 1 �n \\ \ ( IC 1 1 I f / / I - \ II r a� FFE=589.01' \ GRASS 1 1 1 1 \ \\ \ 1 I IN .=574.s5' 1 \ \\ / / /' / / ,' , / /' / / h / / / / / / / I/ - - SCALE 1 "=20' �q 1to 1 \\ I / Y I 1 I 1 1 \ 1 I / / / / / / / / hh / / / ( / / I I I s � 3' (W) DOOR \ m \ I I ( / iI I • CONC __ n I FFE=589.03' ^ / m \\ \ \ \ \ \\\\ 1 I 1 I / I I I 1 \ FIOCKAgI MOR I 1 / // / / / O/ / / / / / ) 1 1 I ' I / I \ 0 20' 40' I 31 J I @- - - - -'\ --� 1 \ \, \ \ I I I I 1 � \ 1 N I // // /' // // / // // / '� \ I\ \\ \ 1 1 CHA NEL I / / h II ( I I / TMP 91-13 \ \ \ 15" RCP \ \\ 24"/ZCP 1 I \ / - I \ \ 1 I I I / / / / / / / / - ^ \ _ r \ \ ` \ N 6' (W) DBL. COUNTY SCHOOL BOARD OF \ + _ t - � JO 1 , _ i I I / - - - - - - - - I I I 3'(W) DOOR 3'(W) DOOR �. _ �- - 1 / \ \ �_! ^ \ ^ ^ ` \ \ - � \ \ n I I I FFE=589.05' FFE=589.08' r FFE=589.01' 3' (W) DOOR 1 \ ( �./ / I' \I \ I \\ ` \ \ - - - - �^ - \ ' - i ' / ' _ - - - - - - - -- - \ - ^ \ - - \ - - - ^ \ - \ \ \ \ I DOOR ALBEMARLE COUNTY, V/RG/N/A 3'(W)DOOR _ -Q- \ I// �_ \ \ \ \ / / / / / \ \ . ^ ^ \ \ \ \ \ FFE=5B9.06' 1- - - ^^ -\_ -_ `` - ----_ ^^- -- - - - - \ o I H3 DB. 1033, PG. 313 FFE=588OR I 1 \ / \ � _ s> ^ ^ - � \ � ^ � - - \ � \ \ \ \ I (1 I l TOP=58761' ZONED: R1 I \// \ \ ` \ � \ - ` ^ \ ^ ^ ` ^ . ^ ^ � - _ - _ _ � - _ - - � - - - - \ . \ \ \ \ \ / U I 1 \ NV /N=580.79' SE UNK MATERIAL I \ � Q / \ \ \ \ ^ \ ^ - - . - .� . \ .� . \ ' ..: . ' ^. ' . ' � . ' . ' _ y .- . ' .� . ' . _ .- . _ -_ . - - - - � . ' � . \ \ ^ - \ \ - / n NV OUT=580.43' SW UNK MATER/AL 6'(W)DBL. DOOR DO 1 \ V /� \ \ \ \ ^ \ \ \ - - .- : �: : • :� . -' ^' ' '^ ;\ '''' ' \ ' ` .�. 1 �: - �� :`;. � - _ _ _ - - . � ; . - . ^ - -: \: ' '7 .` R :\ : 'j .\ \ \ \' \ \ RAMP W/ ( ) FE 589. \ . Q' \ \ ^ ' . ' sj 'W.l•' '? • - - ' . '7. - - - : ' m I / FFE=589.02' 1 \ \ - . - a' .v. • - 'r - - -. � .� " "'- - - - 2 MHD \ - - \ / k v TOP=588.83' Y "( \ ^ - - - .� . • - _ - - - - . - ^ - - - ^ : - :\ \ \ \ \ MULTI -LEVEL \ \X �ti : ::::: . - � - - - - ' �' . .. \ \ \ ` • INV. IN-57703'12"STEEL aj \\ \ \ ^ \ ^ ^� \.',. •1�:':`�:�:\ �^ - � .'�.: i:''� .�.•.�`. \'.'\.�� \ I MASONRY, BLOCK &FRAME \ \ \ ^ - � r • �• _ - - - _ _ .. . : `. � „ - _ - .-' ' . �: „ _ ' - - \, . \ \ \ \ \ \ \ \ \ INV. OUT=57726'15"RCP \ \ ` \ - \ � \- '\':\':'.'�:' - •'\':\'•. .',;':'\.', �•_'_'v ��;y' '':T' _ .+r'..•':'�w':�:\:^:^. ;\-;��.�. \•. �;.♦ I \ @ SCHOOL FACILITY SD INLET W/GRATE 2 // \ \ \ 4NCHAINLINK \ - - \ \ - . '\ - •I' ' ' � • ' ' � ' ' � - - - - . �,�. ... -.,.-. --..' .'�'-: \ \ \ \ \ I t I MOUNTAIN VIEW E S. TOP=58782' o l \ \ \ \ X ^ - - - _ - ^ _ \. �' '\ : \ . INV. 1N=583.37'8"PVC \ \ \ S, \ - - - _ - :�-:-::_�: • '`_ ' -` - _ . -�:-: _ - _ . . \ \ •\' . \ \ \ \ 40 /NV T= 2. 2' 12" PV \ - - - - i : 'ti , . - �...\ ' , . \ . L (1757AVONSTREETEXT.) / \ \ \ \ \ \ \ A \ - - _ _ _ - ' .�• _ _ ^ •-. - - . ,.� . I 3'(W)DOOR OU 589 C l/ � \ \ - - - - ":.'__.;\1;-'- ..\\:\ 4\:-\. \--,•4 ��. \:0.'\::\.; \ \ \ \ \\\ ,�Il7 FFE=589.02' ( ) / \ \ \ \ \ \ \ - - - - - _ - - - - V ^ - ' - - ., : \.. .\ . , •\ • \ \ \ \ p I 3' W DOOR / - - - • .. - _.. • . - - '"-..�. •l..:\ .\. \. \ FFE=589.04' l \ \ - - - _ ' ' - _ - _ _ - ' - - - _ - - - . N \ 3'(W)DOOR l \ \ \ \ \ \ -- \ _ �.'. _.'-.-•_-_ 4•�'�' - '^•�,.' , \•`�.\.,.\.-,\:.\•�.\ .. \\\-\•\.• -\- .. \ \ \ \\ \ 3' (W) DOOR 1 \ \ \ - . �� _ _ .1 . - _ . 'l . . \. \' S .\. ` \ I FFE=589.03' FFE=589.04' /�/ \ \\ \ \ \ \ \ \ - --k`- .�'',- -;T� -."��'.•�;�---:�'__.`;\\''���\�\.�;��:\�•�.\ss ,.\\:`!\'�. .\�\\;. \ \ \ \\, \ -' _ -� '+2r'' Ca5' Cod' • GRASS FFE=589.03' l I I 1 \ \ . . 4: 1 , . `. • . •\ • . - • . \.\ \ 4 \., .. - \' . ' . • . \ y -\f0"HOLLY _ '.L.' 'atr' a ----- 12" // \I 1 I I 1 \ \--- \ �X�_ _ .r.. .�`. ,``.�r =_�.\ •'.�-.' \ +.\ •"O\.\. �,-'� \ \. \ \ \•.�.,\; :! \ \ \ 8„CREPE (3) 8"CREPE ®---------------------------------- \ \ . O � I CONC. II - I I I I 11 I \ --\ X- _ ;.\''.�.,j:�'-'.\,\. .\ \'}•' N5.\.\.\.'\'\\-•t\\'' \' \.\:\: 'C;:\'.4,; 1 1 EX 20' SEWER t'A EMENT I 3 W DOOR 6' W DBL. 1 I 1 \ ' \ X '�' ' ' •,' I ' . • \. '\ \' \. \. • \' ' . \' \ • \' FF H () DOOR CONC SWK I I I I 11 I 1 1 / / 1 \ � �� . : �,:-; :- .. \. ' .., \ \: • \ \;' ; : . \ 1: \ : ` \. \. \ . ' . • '\.' \ . • , . 1 : '\. 1 \ I OBR 132, PG. 751 CSA \ \ I FFE=589.05' FFE=589.04' I DOOROBL. 1 1 I I I I 1 1 /MHD ) \ \ . SAS, ;\: \; \.:�� . -\ ..\ l: \ , :� .\�, ,\ \ \ \ \: \ t is \. \: +: \ \• ` ; i • .\- ; 1 ; .1 ; 1 : \ I I I 8" CREPE I I I / \ \ o ; \ \­ ,� \ \ . \ \ \ I I 8"DEC. FFE=sss.00' I I I I I 1 I TOP = 588.85' \ \ \. \ \ \ l t :\' ' • ' \ \ I I \ /- - • I a / I I /NV 1N-58219' SW 15"RCP \ \ \ '\ \ A, \• .\' \ A. \ \:\\ .4 ;t -1 . I II CONC \ / 11 I 1 I I I I I , ( ) I \ ...\ \'\ �; \ V. \ \.' \- . '1.�'I,. :1 � I / I \ / ® I ,' II I \ I I I I /NVlN=58210'(/JW)12"STEEL I \ \ .\ \ \ \ \ \;\ `\ '- \ •1'1 1 1•'.'.•,•1.'.\'. .1'.1 1 ® / I I I I INV. OUT=581.70'(NE)15"RCP 1 \\ \ CHA/NLINK(HT=4J \\ \\\;\ \\ \;''\ �\�\.\:,:\11;1.1:I•.1•:1.Y{Ii; t.\.`\::\.•`.\..1 \ II I S8B @ 3'w)DOOR I I I I I / / \ \'' '\.'\ ' - '`` \'.\':''�'A 4\ 1.•.1;. 1 \.1;1:.:. \.:1:.'.' ..\ I I I / ® 3'(w)DOOR ( II I I I I I I I I I / \ \\ \\ \....`\..� \'.\1:1,1.'\.'I \ .I.1.t.4 �.1.1.1'!;�. :V):\.1.1.:\. \j:1:)' I I 3' (W) DOOR FFE=586.99' 1 C C/¢ GRASS / • FFE=58s.0V _U / 1 I / \ \ \ I : .I; .1' .. 1 •' 1,' I . [ i I. 1 1 I 1 \. ) -.1-1. 1 ' . II p FFE=58s.06' II / I 1 1 I 1 1 1 I 1 I / \ / ' '.1';I..I:1; ';I:'. 1' •1'\.1'.I•`.[.I.;I . I..''I 1 ;\' '1•!-':r'r'I I I d II 11 m I I I 1 1 I (.1:1;1'•;I.'I:'\.I. 1.1 1, 1 J 1 1..1.1 .'I.I. I.1.i.1:1';I. 1.'I I,:1:�.1 CURBRAMP I I ■ ® \ \ \ \ 'I.'1' �.'. \. .'.•;. I_588 \ ® SD/NLETW/GRATE II q / I I I I I I I / / \ I 1 1:1:'I. I'.t.1.1:. .1 7.1.�:'1.V:F:��:1:C', :'•I 1 1 t 4 1 WOWS TOP=588.28' C ' 111 1 8" OGWD 6„DEC. INV. OUT=583.82'8"PVC 11 n - x 1 I I I I I I // 1 1 1 1. I. : 1 1 :I I l I' . I 1 'I 1 1 1 I 1 1 1; �: 1 1 1 1'z 1'METAL 1 CO C. ® I - I h I I I cr I 1/ / \ I .1 .1 tt 1 1. 1 .. ' I 1 I -.*.I..: .I I I I -A' 1. 1 I. .I CANOPYCOLUMN I a • I y JI 11 I I h l l 1 I co I / \\ \ I I:I;.I'.1.!:1;1:;1;)1:'i4IF:1.:1':11'I:�:I.:II;II:':l:l''I:I:I :11I':I''ll'1: 1'1'1'I'. / d FRAME (TYP) \ \ \ ® ® I I y0� / I I I I i i I 11 I / \ \ :I; : I; :1 : ' I : '1: 'll::ll:: l; : ` :I: ; is ; I; :I • :I' i (:I' 1' 1 F .i; jl' ' .1; -.1 ::1. J : ' ' f I 1 I : I�°� I I 1 1 \ ..1;.1'..1:' 1:'' ' I' I I 1 1 I I' ) I:I:.:''.I. I °° ° • II /� I I I I I I I I 1 I \I I \I i'jj111�'II..I:i'::i::i;:I;:i'::.:J;I•'I'�.f:I;:I.{;(:�::�.I,I'{'r:F:I ll:l: G I = _� - - - - - "- 3' (W DOOR 1 / I I I I I I l I ' .. 'I. 'I. ' I,E z {:4xopYAN- - - - - SAN- - FFE=sss.00' J 1 1 - / x I I I I I I I / \I I I 1 : I :l ;I::1::I:. :I : 'I' I : I : 1 ;1'I .Il, '.1, :1' 'I' I: i :Ir is I :1' :1' I:1; :I' , r IM, , CONC. SWK I ' :1' I ; . F J I\ - - - / - - 6(W) I I I I -- I I 1• I: I. I' 1:1:1'.' I'. :I''. I ! . G \ -/ ® - - DBE.DOORi' II - I I I I I I / 1 '-- I 'I. ;I:{;I;�'I:'.;I.:I;';..'1'I.I:isI'1.1:1''.I:l:I,I.':l''I,'I:'I:' \ I - _ - - ° / = 3'(W)DOOR 3'(W)DOOR 3'(W)DOOR I I I I 1/ \ \ 1.�I'I.'I:1:I:I:1'.. . :I :I 'I I.:f:ra:I. :j;�:I:.I:1;';1:I:',I.;I..I:I;I I ° / • ° @ O @ @ FFE=589.03' 3' (W) DOOR FFE=588.98' 6' (W) DBL. .01' I I I I I I I I ! / \ 1 1 : I 1 1 F ; I. ; . ; I; : l.: l : I' �. • : •I 1 I I. I . i . ' , I. 1, I ; F : .I . I . I / CONC. GRASS @ FFE=589.02' 3' (W) DOOR FFE=588.94' I I I I I I I F; I' 1 I I I I. 1. I I i i i I I { i I' '. / I ° I I / FFE=58s.00' I I I I I I I I \ I X 'I:.I' 'I' ,1: ;1::. 'I.: • , . , ,1 ' 1'1; .1; .1; I . • :.:I::I: 1 . 1 :1' 'I. 1 I :I, .I' . ... ; I. '. / I ) , _ _ I I I I I I I I I I \ 1 I .fi:I;l';I::I•:I• I 1 :1 :1 ., 1't 1:1: 1.I,F:I'''I-1:.1:;:I:1'`':. . I'� ;I; I. I °I I° 4^i7Ec.// 6'(W) 3'(W)DOOR I xl I I i 1 1 I I) l , /'1.1.1:;:•:l' •I:•'1.1• I.I':''•;I:i:F;.1:1;1 I:'I;I;I' rIn DBL. DOOR �� FFE=589.00' I I I I MHD I I , l / I: •I ::I' ;I ' 1: j : j : 1 • 1 ; .' I, - ; J' 1 1 I :,' ;1 ' I. : I ! •,' �' 1 f 1 j I . I _ m I I FFE=NOTMEAS. h I I TOP=588.53' I � ':I:I:i;I'I. .!.,';I• I:/:, I' 'l'.:1;: :1:I'. I ,; :,: :i 'I 1:,:1 I'I;l l •;I. ° MHS (GREASE TRAP) W/ % / - / // I 1 I I I I I INV. /N=582.54' ( NO W) 12 STEEL / / I I I . ' ,I; .�' .�' ] 1. •I: 11; i ') • II . • 'I I' 'Il !1 + r i . I . r ' I: 'I 1 1 i - I .1, .1 .I' I � I I .I' J; 'l; I TOP 58 DROP CONNECTIONS / \ 3' (W DOOR I 1 I I I NV OUT=58232I 15" RCP I / / 1 1 k F I :I :IF ; •f :I :1 '1 I: r ; b ;I: '1; /' J • I ' ; ! . Of I ; 1 r i 'I 1 'I 1 ! iF ° I I 1P INV. IN=584.5'(E) 4" PVC \ FFE=589.0V I , I / I :I:1I 1. I C' -:1 I' •I qYll / I 1 i / / 1 '1'1. 1 1 I' I• t I. ., 1'1. F:1'..I.l.I:l' i, C�CI Iy BOT=50.670'(W)4„PVC I I 19ORFEASTEPS/ ) J / I 1 .:.1.i:I ;l ;l:'1'l : I '(1:- 1: ,1:):. 1:•:•'.'1:':' 11.I..;1.;1./.;,••. . ,1 .'; ° ti I LIQUID LEVEL=583.08' I I 0/�ISEkS ! ) - 1 1 - 1• I. 9 1. l l �\ / I \\ ® I I I I I / � / - / I I I'7'�'t./:/.4:.1:) :j I:is�;I ') l:{:)':.1.1'.1;:1:/:i:I:i;l• I;I:I',• ARCHITECTS, PC I I ° I I / - / ,.I:'.':' I.I I .1 I./ l.•.•l l.'l:•,.I' \ \ I ) / / / METAL / W/LAND/TNGS I / 1 / 1 I / I.1. 1 . . 1. .(.I;./.!: :,.:I.:/:r:�.1 . 1'/ '.(:/.;l'V :F;i;( .\. 112" , - / 1 I I 1 �.�:�:i r I -I./*:/ i:1.1'/ I, 1 •/.1':,''1:/i:l.r. /'. 1317 Executive Blvd, Suite 200 F DEC. / s'coNc.swK- I _ 11,'1. /'.',.'':•:'I:l':''':•; I:•: 1'1' Chesapeake,Virginia23320 / \ \ I I 1 I I' 1: f. ::I::l'')'1: i ry.',./.I:I.1.I.../:.Ti.'.�:F:i'.1 •:1, c F(W)DOOR589 �I 3'(W)DOOR 3'(W)DOOR y i /\`, f I I IIII ICJ / '-$80= � / /) I 11 I / '��/I�'.`I�1.1.��1:i:/:: %:'�r.i..1:�:I,'i.'i.i'l'.�: /r.i,,./,J,,i:,l:�,i. (757)622-2828 \ I a FFE=589.00' Ci o / I I / - I I , .:,.:,.:I:..1:1;!'1;:1';I.. .,'I' .1.•.l..l.l .i.,:.I'. 1. .;.j I'1.'I.: _ CAN Y I FFE=589.02' 1 I 1 \ ( I r I. 1•, l 1 I.. ° I I 3'(W)DOOR UTILITY METERSW/ \ 1 V / I I I 1 I / / i I 1 I I I. l:l 'I I 1 1; 1. 1./. .l. •l: ): :1:1`'I •�'•J.I .1;::'.f .l. ;l. :: a; .f :l;;p,':j�L''13 f��+ B.' 11 FFE=589.01' CHAIN -LINK FENCE (HT=S) - //\ \ ,/ //X 1 I I I !' r 1 1 .I.1'1:1:I:1.1.'I:.I'1:�.i:i'I / I .1,J .:�'r'I 'l:': ra a:.l; I;;L.L;.; ;'..' �,,p3�w(:L .Gf.�asg, \ -I ° LOADING DOCK \ FFE�DOOR' D W0 PLAYEQUIPMENT / I I I I I I I ro I I I '.Ii:1'1 '1:I. . .I+.. ./; .,: :I:J'%.,,::/:t! .l.!:J'� F•l'%.I:I:1:!'I•'1..1.; I ''' ." i I '��:r \ 3'(W)D-OR b I I I I I I h I l .1.1.'.1 I, , I, 1.1:1.'I ! / / L'� I l,I,:.1 ,, /. I I .1, W/CANOPY / \ \ FFE=589.03' 1 1 I I I I 'I ;I \101, 3 TREAOSN4 RISER - `SB \ \ / , I I I \ I I ' ; 11 i : I .I. ,I..,. , ;1 , r . J' .- I. I I. 11. { �' I : 1. I r ..II ,. , I 1 r . , . 1 . 1 �") CKAIG W. J KOTARSK7'� - �3'(W)DOOR 3'(W)DOOR '\1 /I) I /I AREA \\ I I 1 I I I / h \\ I xI IF :I: I. :I•I;.V ;I'!a•;1:1...--;1''1.2" 1It I. , .1; . I.1 / ,.' , . / .t ./ . Cj L • METAL DEC. / \ b I I' .. • /, . ; . . J' : / \ SS' 1 1 2 90 I { 1 \ I / LI 1 L.1 1.' /I.1'G•r,•'',;. ( \ ''S Cv =YCOLUMN I I \ - - CONC. STEPS CONC. n / - _ _0 , \ I b 1 I \ I .... ' . ' . I ' .I I I ' . ' 1' . ' i ' 1 . 1 : ' ,. i , , .,.. 1' l • l I I `rs'C1ANAL �A�'� ME(TYP) II° ___rrr��� 3TREADS, 1 / _ I 1 1 h I .I.I .:.1•.:.'.':1; 1':'L:•:L'. ,. l: l'/'F'. 1; •'./.• \ �f-' $i'b" 3' (W DOOR I 1 I / r, . .1. 7 . . F i I 1 . I . . . I I' ' . ' 1 ' ' y • i 1 I. I l �E�'C �"? m66, 4RISERS OI \\ /' I I I �" I f.F r 1 r 1 / 1.' •'.,. .F l.'.7.1'1' .•'' 1 I � FFE=588.99' I I I 1:i:I•'I. .•.•'•1' •1.•'I''. . .'.''1.1. 1'';,I I I J\ \ \ i 1 1.1:1;1: .F,.• J ,.;I. .). - /'I'. I' 1:1': \ - /' EP /I^-/ I 11 I ':I;J:�:/ 'l. ,l'r i.r.r. .I;/.(.r';!•,.F;/'. ,.1;1.1;. l l l 1 E I I I ..1./. /:'. 1 I':'1 .l' I.':l' j.. i:,'' 1;,. 'r '., l \ I\ I �^ \ / \ \ I 1 I ':ri':1,1'•':' 1• 1';•'•I 1''.I.i. •I 1'r••. .I I I / 1 I ,r /'I' ./ i'I. I \\ I \ I 3'(WDooR \ 6'CONC.SW. , / -I 1il \ I I I ....1,j.l,i,1,,.I.1:1 I I'I•I.I.1. l / 1.-I:: / 1'I. .. ! � I FFE=586.54' � / 661 I I I - /^Gil \ I I .1.1.1 I.I:..1•:'•j.1:1;/.;;j:';�;x�:,''f:1:7':'j:l:I:•1:'' I I I \�I ° -) / /' I I I I ,11 \ I I r. i 11.,.I;r l''1'' I I I' .,.:::. I:I:r l:i::%:) �7:.I I I I I I ° I (GONG. REMOVEDATTIMEOF 1 / / I i ';/'.' !'I I••' i •.I'' / I I \ m SURVEY) / FA I GOAL // l I1 \ \ CLAOSROOM \ BILE \ \\ I'/ .''1.',:1:I;1:1..1'.)' '):1:1;I:;I:'1.,.:.';:/:;. '.' I I l I M TAL RAMP / 1 I I X I I J GOAL I I I I ,: ' I'1.' , :I ;I:1'I:1. .1. .I'.'. ./.' 141: lil':/''; I 1 I ' _\ a / / °/ - Ir l \ I ..I• I,., .. /I. ..'. I': /;.i%.I'I:III:/.' % % I I o l . 1' I 11/' l 1 / I I I I I 1 PLAY EQUIPMENT O I \ I G I. 1 I 1' r / l / // /' z I , ' I 1 1 .:1';.:I' ! 1 1 1 '• !' J I \ 1 I 0 I \ I / W / ATHLETIC COURTS / . \ 1 . 1 . ' ' I • '% ' ' / I l I I I I I 1 10. I 11 ./. .. I I I I I < I l 1:':''";:1;:1'�.1. :,;:1'01. .I. 1:1:7'' .'/ /./. . { l: I I / 2 y \ (ASPHALT) I / 'I. : y POST) TOP=58752' 6 w I I /) I / !/ 11 .'f ;.' I I I . 1 y7l 1 Irl ,/ l/:i�'/,://,Y•l1 / I // I/ I "O I Ix MOBILE MHS /66 % ! I I 1 7'1. 'i''. I., I. ,.,. \ I bI I I CLASSROOM ) ° ' I I X la':''•l:': I. I:/.1. ;/. .1: /' :I:1:1:/ :I'!'j./l' / I / INV IN=581. 14'(N)4"PVC / \ \ :L'.';.', i. l•,I.' /.l'j. ,.' / /,/ /. j.'./ / / I \ I S / /. . l':':.'.'(:i :l''.'. ,.'. �' 1. h l 1 i / INV 1N=57797'(NE) UNKNOWN / I I I I I \ \ I ; i ; . ., , 1 / I /. I '1 'l I' . 'I '' .l; I'h /: d: ' /.!I• / / I\ f I I INV. 1N=581.28,(E)4„PVC I I ,.I. :. /:':I'j:.: I'.'.I'.'f 'I 7 ..I / 4j. . l ... l l / 'I\\ T WOODEN I c�, I I / INV. 1N=579.55' (SE) 4" PVC ' I I \ I . )' .l . ' 1 ' l : l . , 'I: I I 'l. • ' I 1 '% •l: l: I :�l 'I: 'I. - I. !' ;l: / ... l . /- 'r ;I. I I / / FENCE / / / / l I I II \ /NV./N=583.3T(S)4„PVC / I 1 I \ l:': l:a'1:1:(�.i4. :l:l:l:'I.ia';.1.' /'(. /:I:L•1:';:1'I'/.':• / I f 3' (W) DOOR 3' (W) DOOR / / I 1I /\I \ \j _\ FFE=586.53' FFE=586.53, I 1 I / _ -- - - , POST ° INV. OUT=57Z8T (W) B PI`/ I I I 1 \ \ 1 . • 1 . • '),I) :I ;1: / : l , 1. % : / ;/ ;I J .l:l• I 'IF 1 �. I '%' : .I' . )• 1' '� Jr 'IF 11 �r' 'l • I l I I I� \ 1' p SHED ''- / I 1 I I•,•' I P I I 1. I "`III \ / / / I 'i':';.'.,'I••.'l, ,• r, 'I'.'. 1'' 1 '1 O I - ' \ \ $AN METAL STEPS ` - 1 r ' . 1 I' :I' / 1 •) . 1 . ' , .1 :l' .l ' . I -� \I / _ ' I I / I / ,/ , .'.1;1'1:1'1j .-.l11'..,.a'':1 J , ,./;:h'.J:' l \ - _ _ _ yy/LAND/NG - - - - / 1 /' .I' . 1 1 / / I I\ i I ��\ l;. I.l;:':I'.':I'.'/'I'' I:1:1:" I.':1:-:•'1•''1 1:':/: 1 / I _ ELECTRIC VAULT I'I. 1 l 1• / I \ ` 6- DEC. (z) I - - - - - - / I 1 1 1 / , I I l' .. I .,..l; l'/ .l' ,/. I. '/: 1: {' i 'I I • J: /' � 1: ; . 1..: -I' J' i I. I I / I I SPN - 1 --- ---- 1 I I I:'.:':'1'1'.'1.1:I' '.1.1.1: ,/..'.11.'1.'.I.. { 1 :I: I / \ / - GOAL / I / P i . 1 I I: . / I / I \ \ - - - - ' - ®� � - - _ - _ CHA/NUimc7HT-4y- GOAL ° I I I X .1; ' . ' .1 J' 1; :l J I; . 1' I' 1 . '' I :1 ;1 i . 1 :I . l .I, .! 1..1. 1 . I I I 1 \ O 6 Cj?ICTC. SWK / ® 1 / / ° / I / \ :. i I' 1 . 1; I 1 l' . / 1. 'l . I . ' l J . I \' \ --'-------A}-= / 6•co1Ja SW. I 1 I I; l'. r:•l.•:' F'.'r',. I. :l:i: l' �1 1 r:'./ I I / I/ i\ \ 1 S GS / METAL DECK I / \I.h' I I. .I .i.i' '.I' I'. 1 l'I •l.':l'' , sC - I \ s\ - W� Pi I I \ -UG -/P8" / A � - UGP� TRA FrME 3 I / 19 SPACE W/ OAC PAD C A n WIN I / f. 'l I 1.10 ' I I I I 1 / ATERV\4ULT / I &RAMP - / hl' ..1.'.•j'; , .'.. I. .I:'a'.':':.'.'i . 1 / / 1 1 -\ \ / :'I .'.'I'1 I'.'l I'1 1 ''1:'I:• •,.1.1',-'l.' l:I:�'l. F'I''/.'I'' I I I I I I - / SO GRATE INLET ''I'. I'•': I' '.l';'; l.•:•I l a I - INV. OUT=578.80P12"RCP I 114 �- \\ \ \ \ // // !` hlll!lI' ;I./;/�% ��i;I•.%:, :1 %: ;1. 1: 1'1.1 ••:%:1 ',I'(. I 1 / l /( I I I / i\ / .-sss- / I I 1 � // I it l :F:l./I-,:-Ir ��!4: I.4�i:1.:1:%J,%:'I;I-j-1.I;i: % I I / I 6" qEC. I \ / / I I \ \ 0o1 / I - EP / / . '/: l ; 1:1 : ' ./. J 1/ / . l . I I ,1 ,' 1 ; .'r.:l; :,: ;1. I I I / , x I / S) RAMP ASPCES) I (5SPACES) � Imo- 2 - r.I 11/ // / / 1 // I �1/'....'J'r.l1/:l;;I./:lII{.:'I.%a;:I'�:1;1;%;%': t:i'1: I I , / II �y �` _- -sP� 1- - - ,� - ^ _�--- __ 'II ,t�l I.l':r1 .J:I,I'',l .,.1, l.�It•t'..l'.1,.;.', ;l.'1.11.1'• I I I I I , I I I I�</ � -I I- I EP \ X -X� -X--C-�/7�-�.1_JJ I 't'4' , 1 1 I.''1,/;1;/,//I�;/'l.l:l•�: 1. .1;. .1:rr 1''.1.1:1:1:1''.1. I I / / FO I I \ - --I I- ( j I 1 I 1'/'.'.1.1 {J:• I:/: '.1:1.1.,'.ra;:l.t./' .'l: I 1 I l I I I ASPHALT J I \ ' / 1 I ,. •I. I' I. .l .I /. l l- I. 1. I I I I I I I I Sy, \ / / I ----- / / EP 11 / / 1 / :1:'.1:1.I'. .I.I.;./'/'1:1'1.1:•:l•'I:':l:/ l;:'�:1:1: 'I' 'I•l I / / J I I I I - ASPHALT (4SPACES ) \ / . I.. I'i.l J.i, .,.1,. !4 1,.I,.;.'.1;.'l. / l l l I 1 I / / / Il I ° / P LE SHED/BLDG. ,'I. ;, 1.1, .I.1.•:I• ./• •l. .I 1•;•'.,.•,J J• I.t.1. I I I I / (14 SPACES - / / / l.':';l '. :l':.1:. •:':'' '•'l '.'I'. .'l' I I I / / I I II / \ I.l 1.1 / I.' , LJ.• I I \ (D (8 SPACES) - - I / 11 / I ASPHALT / / / \ I 1.. ' ' /. 1' l ' . :/: •I - - ' •I: 7 . 1 f : / 1 • ' ' l I / UFO / I (11SPACESJ--584-- ,� If' 0\ ° 3POST5 / 1 1.1;7•.•'t'L;I, ,l.'.' 1. 1'. r:•:I•'.'. I:I:,:I:I:I' l I I I I I. 1 /' 1 1 I I 6- DEC 0 / h / I . I.'' I.1•' 'I•' '. J''•'.' h II k /:.. I'l:•'. l'.1;. .1 /.lI I l .•i.i: .1 1;:1•'.'l. / I I I I I / / I , / / / / I I /'.. I' 1.•1:1 I 1 , ,. I. , / / I I \ i �- II (1>SPACESJ / / ''7:1:1'1:I'. I'1 I'l:•:•'I•'.l:•',.1:•/:':a':''l:'1:1.1:1:1' 1 / / / I I I I - -58 / w a / ry 11 / 0 0 / l I:/: . .,.I.;'l•I'.':•{•,.I.1, v .iI.1 -.1.' J:l: '•'j."./ / I I WC. I CONC , I I I I:1.1•I.11; 17 '•.'.1:11'.i:'1 /I. .Il./% / I I 1 I SHED \ / l / \ / y / / h� I I / / /' ,,,,/,.�',. O E/i tii (CURB C T) / ' : ' : 1 ' I. .I' 1 ' • J' . I . ::1' ' I. ' ' I' / / l / I I / P LCK / I 1 I' 1./• '/'' I l'/It / I_ vEP - a It / CONTA/NERBOX I f 1, .'./ '1: '1:' ''.':1 ''.'p• .1:/:t;l'r'1• I / 1 I I ®® I - - �'� - _ 1 --- / 6" VC .•'I:1:• I'l.''•' l•:'' 'L•I:•' l:':';.'.''.'.l I I _ _ II -� I / I ,l'1. . l l I I. l• J l 1.1. ! / / / 1 I I \ _ --- ' II Ep / lN=578.23' / a \ I / IV. 1:1' l'I. 1:I:'lI ;I: I.I: .I,11.;�;1.'!.l',,.. .I .1 ,(, I I , I I , l 1 ,-- __� 5B4-25---- Q 585� \\ I C&G -- - - -_- ,/ / (URB CU \ / 1 I..' .'/1.1;l 'l' ./, I I ./:. / . J l '1 / / I I I I _ - - , ' / INV. 1N=575. f0' (NE) UNIT \ - - - -¢"DEC. QONTAINERS (2) / _ - - - - - - - - - < ® / / I ./ .1 ' / .:. l :/ j. l :: i • , ; . , . / : l ' `I.- l' I ' l: I I .14. J / I I { / - ` - \ INV. 1N=57520' (WJ 8- PVC - \ - - - - - _ _ C&G \ I / J' f .. ; .r I. l 'l: ' . I : • :I' :: ,/: •.l .,' ' I ---- ---�--__- 1 6' a 1,-'_ I /: '.1. 1. 1:1''•1. I l h / 4"DEC. (3) - - - 581 , - - - -- / / ✓ /I J' . 1 , / l / �4 / LNV_OVT_574.7I'd! PVC - \ CHA/N-LINK _-__=�____ ____ o,-,, _ __� ARM / 1 •I':I•, '7• •I,. 1•;.l.1;.r.•'/' I I 1 I I / a -----L - - - - - - - - - - - ARMOR / 1 / : ' I : I . / 'l • I � ' � � I � ' f / . F .I• . I I . ; . I I I \ I / FENCE, HT=5' I / a I I _ / f _ - -_- G -` -\ \ \ I I l _ --� _ ---------_ I+y I E _4 a I:l.'. I / I /• .l '( i , I 1 / I I _ I \ _ _581 -X�-_ �X� It _ I l ") I I '//'.'l:'' 7: f'r•:I:'l:l'•'/:':•l'.':'a ;/:'l:''a': I I -a'; ARE-- \ l/ \ \------ �� I _ __- -- ®I x // 'l I.. . / , l l 1,/:/,I. l• . I 1 ( I ,I I \ \. x - �_ II _ _ I / L'l:':1' I /. \ --G \C� /\_ / -1 -- � / - '\ / lj'l' !'1'' 'I• I. ':F'l:':I;/'..:.:l:I;,.:l' I I 1 I I I -G__- \ --- i -- / - ---- -. ----- - -- I / y 1 1:1 \ -\ - -}G - X - _ - '6"PVLr _ - - - - - - GRAVEL l / /: 7 'I _ 1 \ \ \ � � --s8V.64' - -I L _ ' \ g / I I '/• ' . ' : \ \ - � � , - -Er. Lir/O EHISEYN _ _ - _ - - - - - - _ _ - - - - _ �7 / - 'I / .l .I - 58g - - _ \) l \ /\ _ ' ' I - - = _ _ - _ L= = _ _ _ - J �V i / i%/ ii- _ - = I- - -11 _ _ _ _ _ _ - INVplN85�6.35'(Nw)6=PY X - - -- EX�B/ORETENTION - - 6 _ _ _ _ MN -LINK 1 } /I.J -T- I / \ , 580 o I _ -Z. JNV. IN37689'(NE}-1Z(_F I� / / / / /. l: I'1 // \ / FE E HT=4' \ I - \ - _ - - - _ - _ _ - i ' rj _- _ - - - _ _ - - - - - - - - - - - - _ '�MV:'OUTT3.8C(SWS"RQR' - _ _ - _ _ _ _ _ - - _ - ' 'i ;,' ;/. /:/'!' �_ \ \ - - _ - - - � - - - - ' i i 57 _ - _ _ _ ROCK - \ ' :, _ _ - - - _ - . :�: �_: '^�'S75^ _ - _ _�,:'...:;_� '/.�.'/'././:/:j' . I - 1 / \ I / I \ \ / �- / �- - _ - - Tom^ 7. _ -- _ /'/ ,�. . I - �x -L. - _ O. j b / - \ I / / / PRESUMED/APPROX/MATE -'.�:-;:;_: - _ _ - - -7. - - - - - - - _ _ _ - _ - - ' � . ' • /. ''e..r , /' h / , / - _ I 1 / LOCAT/pN EX 20' EASEMENT \ - _ - - - - _ - - - - - - - - X\�2 I � / ' , / ' -- / / ) ( / FOR CENTRAL TELEPHONE / _ - - _ _ _ - 570. - - ;� .7. 7:, - _ - - " ;/:i, . /. •/' .// . / o c7 \ / / / / / ' COMPANY OF VlR6`INIA / , - - - - - - .=673.63'' - - - - - - - - - - - - - - -- - ..�. •/ . is '!;/; ./ ; �y �/ / - / l DB. 5 8, PG. 395 - - - - - - - - _ - - - - !• , r / / - - - - - - - . r \ \ _ - - - - - \ i _ / I / - - - - - - - - - - - - - ' i �� / - - - - i, • / X / - i \ / / - \ I - - / - �T - O I _1 - - - _/ / --- _ - - I - / - - - / \X_ - - / / / -__ ----- / ' /' / / / / '/ / / //- -- - --- __ _ _ ---_�:__-_ Tom' :; .-.' . . i I I i I y1Y-/ N49'1>;77: - /' /' / -� --/ / / / - 5g0 I / / / I / / - _ _ _ - - - - - - _ _ _ _ ` _ , ,, I . I / // >os / '-':- ' I l l ' ---- - __�T-- �; �, KEY PLAN I I X� � 582• 5 / / / l / l I - A 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 I 11 1 12 1 1 3 4 5 I 7 I I 10 11 12 J H G F E D C B A 0\1 \I \\ \\\ \`\ \\ \ \\\ \\\ \\\ \`\ \ \\ \ \ ,I TMP91-ID \\\\ DOMINION CRANE& RIGGING, INC. 1 � L/MIS OF \ PED S7RIAN \ \ \ \ \ \ `\ \ \ \ �' � \ \ \ DB. 1237 PG. 594 \PROD.\\ \\ as \ \ \ \\ \\ `\ \\ \\ \\ \ \ \\ \\ \\ \ �\ ZONED: LIGHT INDUSTRY \ \ \ \ \ \\\ \SD INLERV GRATE\ \ \ 2.'S'X2.5, \\ \ \ \\ \ \ \s \ e o / o \ O / TOP=586.84' pp\ �\ �\ \\ \ \ 60'S, %� o d �1P J \ \ \ \ \ \ INV. OUT=584.'99' 15" R�'li \ \ \ \ �• \ � _� EX 20'ORAINAGE \ O \ \ $9$ - \ O EASEMENT SCALE V=20' DB. 4425, PG. 332 13,9 �590 _ \ LLLU GRAVEL -------- \ ` -_ -� coroc.swK CURB \ \ \ KEY PLAN I 600 EX 20' WAT REMOVE FLUME I I : \ \ EP \ . - _ - - _ _ _ _ \ , EX. 15"VIRGIN/A 1 l / I 4 1 / / J' _ _ I I \ I \ MHD \ MQVE MOVE \ \ \ _ - _ \ _ - - ` - _ _ - _ - - _ - _ - �� EASEMENT / \ \ ` SIGN LIGHT \ 2"DEC. \ - - - - - - - - - OB. 4425, P POWER' EASEMENT � / 7S � \ TOP = 58573' - - - � � - OB. 1096, PG. 739 / STONEDAMlS) S\ I I \ SAWCUT CURB \ 1 1 II / INV. 1N=583.08�� ))T5"RCP (6 SPACES) POLE / \ \ c Ilex \ \ I \ \ INV. /N=583. 13' E 15"13C£ \ INV. OUT=583.0' 15"RCP // 'I'/ipN �\ \ ` \ \ \ \ 4SPHALT \ \ SD INLET WI GRATE \ \ 595 - _ _ - - If 3"MAPLE \ �\ �� \� \2.5'X2.5' \ �- - - - --- -_ J�� / /� \ \ h \ I (CO) 6"PVC \ \ \ ` \ INV. 87.32' ' \ \ ` \ _ _ _ - - - - - - - - - - - - - fj95 MHS \ \ // i _ 77771111cc.♦����( \ 1 ' ` - - - - - - - - - - -- - - . - - - LI - - - - _ - / \ `INACCESSIBLEO W I NV=4-1­ 579.83' //• I DE �\ s8 \ \ 0"DEC. (SE) ) EX 20'1NATF�7LlNE \ _ 564 " INV = I79.83 // cD S85 `��' I / I I DEC. \ 8 \ 1 ,\ INV. OUT = 5�84a93 (NW) 15 RCP - - - - - - - - - - - - - - - ' �\ / \ i 6 / - _ - - - - - EASEMENT FOR ACSA If \ II \ \ B9� - . NO PUBLIC USE --_ _ _------_-_- DB. 1831, PG. 129 _ _ _ - I/ \ REMOVE Ill sy �� - - -- - _ / MOVE s"DEc. _ SIGN i \ \ - - - _ _ - N IL \// (CO)6-PVC J I _ _ _ \ I _ - - - - - - - - - - - - - 590 - - - _ _ - AG PUMP AND TANK _ , - VACATE PORTION OF EXISTING 2 ¢ I �TV.=a797s' ----LIGHT _ - -- -- -- ------ / `--------- - - - - -- - SEWAGE ---- REMOVE o Nu7ss4' -------------------------------------- -- /- - -- --- - ------_-- - - - - - - - - - - - - ' - - - - naErArsrA/Rs-' 20' WATERLINE EASEMENT. tea; REMOVE ( ,I I/ \ _ / POLE \ \ 15"RCP r/ \\ -- - -- --\ -'� - EP - 590_ -w ING \ \ REMOVE PIPES AND \ l ' TOP=585.05-- - - - - - _ _ S8$ \ \• \ \ \ CLEAN OUTS FROM I \ /� NV=579.22' - - - - , REMOVE \ \ \ \ \ \ \ \ EASEMENT FOR ACSA \ 00 \_ WA TERLINkO I I/V_ ASPHALT - / /1 \ \ HERE DOWN AND 1 `\ o _O -w----W- -� GRAVEL _ l\ DAYLIGHT TO NEW DRY I p / \ \ \ \ \ \ OB. 1096, PG. 733 o sd _ OO I I EP / r RLWOVE GRASS \ CONTRACTOR TO REMOVE/SALVAGE i GRAVEL ALL METAL STAIRS AND RETURN TO POND. PATCH INLET ON \ = I �� � � / _ - - - - - " � \ REMC)!/E ` \ \ � � ` 3 - - ` r \ \ 6' CONC. SWK - / - �� r / AVON STREET. o / v / \ m \ 1 - ACPS TYP. s^c�RRY_ _ _ \ _ [��C��, III / \ \ \ \ n \ �2.r' 3' (W) DOOR 3' (W) DOOR FFE=589.00' 3' (W) DOOR ` � FFE=590.53' FFE=590.6 ' IRS - - - - - \ \ \ \ n \ \ \ \ \ \ I 3' (W) DOOR 3' (WJ DOOR FFE=589.00 ���III \ (CO)s"Pvd 1 \ REMQVE LANDING I / OP=83.75' 6"DEC. (5) \ \ \ \ \ \ n \ I FFE=588.98' L(W)DOOR CLASS )OOM I //NV.=579.'f2' 1 \ \ \ ` GR S FFE=588.98' FFE=588.98' / \�L- \ �- \ \ I CONTRACTOR TO REMOVE AND \ \ REMOVE FFE=590.59' FFE=590.60' I DISCONNECT ELECTRIC, I I /I /I i \ -w - _ - _ _ J O 5-CREPE(2) J I I PLUMBING, AND IT EQUIPMENT. W 44ETAL DECK / � , I I 1 IMHD -ry I 16"DE f l \ I I \ \ 86' � METAL�S'TAIR I / I I `TOP=58, 6' CONC. SWK 3' (W) DOOR I m / � ( ) / / I hVV.=57 .70' NW 8"PVC` SD INLET W/ GRATE / a I I / I \ \ ' \ \ S \ \ T ® FFE=Saris' 6, s' (w) DBL. DOOR GRASS I � I ( / / / TOP=580. T E ' \ X I / FFE=589.04' I -� _IJJ / I /NV. O T-579.66' 8" C / = I \ \ fn 10 "CHERRY p - / FFE=588.99' REMOVE INV. 1N=578.66' (SE) 8"RCP \ U INV. OUT=578.58'(NW) 15"RCP ) i I I 1 \\ ® GRASS \\ \\ \ I STORMWATER INLET REMOVE �\\ AND 8" PIPE 6" MAP E ) \ MOBILE / \ / Q i CONO 12-DEC. m \ 1� CLASSROOM �` REMOVE AND 12 CREPE 2 F' (W) DOOR I / I 1 � \ � 1 n FFE=89.02' 1 \ 0 \ 1 1 1 DISCONNECT --- -- 15"RCP I 1 I I /n 3'(W)DOOR ` \" \ ELECTRIC, PLUMBING, m ) 1 \ 3' (W) DOOR 3' (W) DOOR \ \ \\ \ \ \ 1 I f - ,I FFE=89.05' 3'(W) DOOR REMO GP 1 24"RCP I I 1 4 1 �O EX. I n I O \ \ l FFE=589.06' FFE=89.06' OOD FFE=590.46' \ \ \ \ \ AND IT EQUIPMENT. / m ® FFE=89.03' FFE=89.04' \\ 1 11 1 TOP=5P2.72/ INV.=57563' REMOVE RISER 1 \ h I BIORETENTION II y 1 I 10"CHERRY /' Q 3'(YV)DOOR RQMp \I \\ \\ \\\\\1 11 1 // I, MIND AND PIPE UP TO a \ RE OV 1 /MV. IN=57s/23'(sW) 15'RCP SO CURB INLET W/MHD , \ 7 er SD 1.5'X 1.5' GRATE METAL 1 d` CURB INLET I / \ I 1 s"DocwD 12"BIRCH LAND. 1 1 1 _ TOP=581.63' , cn TOP = 588.15' E7 L I I \\ 1 I INV. l -57 . f0' ) 15" RCP INV. 1N=57734' 15"RCP / \ \ I m cn 13 C I I _ M �' INV. OUT=57712'24'RCP I 2 INV. OUT = 58756' (N) 4"PVC _ I I m A ro � \A \ NV. )1V-57 23j(N) 8-)?VC ry I I I I ��'� I I I I 1\\ \ �`\ \ \ I ` 1 1 /INV. OUT 576,3224%RCp I \ BOt=57/�.93'/ / REMOVE EX. BIORETENTION I I I ° / I 6"DEC. (4) I / / I �' l D 8"DEC. \ 1 / 3' (W) DOOR \ \ FACILITY AND SWM POND AS I FFE=589.05' SHOWN ON WP0200600002. REMOVE RISER \ / \I / / \, / / I I 1 10"CH. RY I ® \ 1 11 / AND PIPE UP TO / II \ , 1 \\ \ \ I 2 "R7P 1 \ 11 / 1 3' (W) DOOR ( I 1 \ CURB INLET `L / n o I 1 GRASS \ 1 1 m 1 \ �\ . 1 INV.-574.55'1 y0 / Ct FFE=89.01' 1 CA \ \ I U I , 3' (W) DOOR w 1 m y m Ip � 1 1 REMOVE FENCE DO \ II i m I m ? I -GONG. _ - FFE=589.03' � j \ N64 557' - - / I �° 6' W DBL. COUNTY SCHOOL BOARD OF 11 _+ I II (� I l 1 \ 15" RCP 24 I I I 3' (W) DOOR ( ) 3' (W) DOOR _ \ = 12.00" / DOOR 3' (W) DOOR o I �' I FFE=ses.os' ALBEMARLE COUNTY V/RG/N/A FFE=89.06' _ _ O \ \ , / 5� / n I II FFE=589.08' s FFE=89.01' 3' (W) DOOR C I , I _ / I / o ® HS DB. 1033, PG. 313 FFE=588.99' , 1 I 1 \ /�/ ST UE i y 1 TOP=58761' l \ \ I17 I I I I ZONED; R1 1 1 \ I / \ \ REMOVE STORM PIPE \ NV. 1N=580.79' (SE) UNK MATERIAL / \\I \ i / NV. OUT=580.43' SW UNK MATERIAL 6'(W)DBL. DOOR RAMP W/ ( ) G D • FFE=589.02' FE 9 1 \ • / \ Q o \ \ , 8-DEC. -I Q° I \ / a \ \ EX. y5"VIRGIN/A MHD � G / _ \ I \ POWER'.CASEMENT \ / 3 MULTI -LEVEL TOP"STE L \ \ \ D \ ` OB. >096, Pb. 7„?9 \ I` ® INV. 1N=57703' 12"STEEL l/ \ \ \ \ \ k \ O D \ - 1 MASONRY, BLOCK& FRAME \ \ \ \ \ I INV. OUT=57726' 15" RCP \ \ \ G \ I \ \ I ® SCHOOL FACILITY SD INLET W/GRATE //\ \ \ 4�HA1NLlNK CD "\ \ 4'roEc. I I I TOP=58782, BOT=576.97' \ �I O \ I ,. \ \ I I I MOUNTAIN VIEW E.S. N 00 Z \ \ \ \ \ �C�y� / {-'- (1757A VON STREET EXT) INV. IN=583.37'8"PVC /j \ \ o = (n I\ \ C&G \ \ \ art.,' I J '}O I 3'ryV)DOOR INV. OUT=58292'12"PVC // \ +\ \ \ \ \ \ \ \ e„t,�' \ I I 3'(W)DOOR - FFE=589.02' \ \ N) \ ' \ 3' (W) DOOR EP \ FFE=589.04' 3' (W) DOOR \ \ \ \ \ \ \ Ln m \ I \ \ MAILBOX\ 6"CHERRY 1 \ I FFE=589.04' \ EX 20' WATERL/NE FFE=589.03' PI1 \ \ I I\ I I [ 1 3' E=56903' l � \ \ \ \EASEMENT FOR ACSA I � tea' o s��r� ® GRASS I I t,f,r� � \ co w et FFE=589.03' I 1 1 1 \ \ DB. 1132, PG. 751 _ 1 - , \ , \ \ cn OB. 1096, PG. 733 \ I \10"NOEL f'o - - - - - - - - - - - - - - - 12- 8-CREPE(3) m 1 cr m p \ \ 8"CREPE ®-_-_-_-_-_-_-------------- - 1 1 ---------------------- V �p w -4 N I I 1 \ I II CONG. - I -"I 19 \ I I c3` \�„ \ I I MOVE EX. 20' SEWER EASEMENT I 3' (W) DOOR 6' (W) DBL. �, I CONC SWK 11 I I 1 I ' m 5 cpo \ ASPHALT \ DOOR 1 LIGHT I I I FOR ACSA \ I FFE=589.05' I 6'(W)DBL. I 1 m I I I FFE=589.04' I I 1 \ \ \ \ OB. 1132, PG. 751 \ DOOR I 1 MHD _ \ \ EP \ \ \ I POLE _ ; I / I I \ \ /� \8"DEC. i 8"CREPE II FFE=89.00' , I 1 /I I 1 TOP=S m \/ O \ I 1 I 1 CONC. \ / ® I I m I I INV. IN 0 \ \ I C&G _ \ 1 I II ® SAWCUT X I /NV. INV lO \ covc. SWK \ I I 1 ! j SIDEWALK SBa _ J • O 1 DOOR < 8"BIRCH I I • 1 3' (W) DOOR 3' (W) DOOR FF(E=588.99' , / \ I REMOVE I I \ REMOVE I I G ® FFE=Sas.as' n _ FFE=589.0V ti GRASS I = \ 6"DEC. \ \ CURB RAMP 1 I I - 588 _ \ SD INLET W/GRATE q ( \ I I CURB RAMP / 4"DEC. p W/OWS 1 m 1 , WOWS \ CURB RAMP O W/OWS 1 TOP=588.28' C 1 \ 8"poGWD , 6"DEc. INV. OUT=583.82'8"PVC , m X �' 1'x 1'METAL C. \ \ \ \ I CANOPYCOLUMN 1 2 I lt) y18 I \ \ 1 \/�A M\ {CI^L, & FRAME (TYPI \ r I BRICK AQON. SIGN I / GURWPOWS \ ♦ I 1 \ I I [,.,yqr�' / I (MVES) \ II \ \ 1 8"SYC. � I 3' (W) DOOR FFE=589.00' X rr 1 I i 6' (W) UFO / I \ \ I \ UTILITY / / 1 I (CO)6"P SAWCUTCURB II I DBL DOOR 3'(W)DOOR 3'(W)DOOR I UFO_ T VAULT / / / TOP-582 1 FFE=589.01' I I I IN -579. J i I \ I - 3' (W) OR / U \ I I 1 I 1/1 1 / FFE=589.03' 3' (W) DOOR FFE=588.98' FFE=589.01' 1 / V ° / FFE=589.02' \ / 1 1 f , \ I N 3' (W) DOOR FFE=588.94' FFE=589.00' 6' (W) DBL. DOOR I I I I 12- DEC. (3) 1 1 '1/ 11 L I ) X I ' 1 REMOVE CLEANOUT 4" Ec / NO PARKING SIGN I , + I p \ I / 61(W) 3'(W) DOOR EX.DBL. DOOR FFE=569.00' BIORETENTION I I I I 1 I I / rp0 MHD C I II FFE=NOT MEAS. NV IN I + ± I I I ° I I MHS (GREASE TRAP) W/ \ / / INV. IN /4_ I I I I II ({CQ I 1 I I I I INNER DROP CONNECTIONS REMOVE SANITARY LATERAL. / /� INV. o W /O 1 2"DEC. \ I 1 II �4 I O TOP=58743' 3' (W) DOOR c J \ 20"waLow \I I In SANITARY LATERAL TO REMAIN A INV. 1N=584.5' (EJ 4"PVC \ FFE=89.01' X INV. OUT=583.0' (W) 4"PVC / I I \ I I I I I V 1' I I I ° Q 10i BOT.=580.67 \ REMOVE 90TREADS, PS 11 a"DEc 1 I If//I I I I ° 7 i I \ LIQUID LEVEL=583.08' ® SIDEWALK 10 RISERS 1 og.1 r II III\ I / Z REMOVE \ I I /" III111,111I11 1y OcrN, h ti 11 I I \ \ I li I DEC. /l CANOPY \[\\ \ 3'(W)DOOR m 1I 580 C I l �rt.r' FFE=89.00' Ci � Cn I 1y i,t,r� � FFE=589.00' 1 3' (W) DOOR Z � I \ U I `sm I A I 3'(W) DOOR \ 1 FFE=89.02' O I / \ al 1 \ \ \ • I W U Q FFE=589.0V UTILITY METERS W/ \ lI In 1 I 1 I \ CHAIN -LINK FENCE (HT=Sf / � � X CM \ _ _I ti - - 3'(W)DOOR R ( /E PLAYEQUIPMENT Y LOADING DOCK 3' W DOOR FFE=589.01' W /CANOPY GONG STEP / FFE 589.03' h 010" 3 TREADS, 4 RISER 'SB) I PLAY I 3' (W) DOOR 3' (W) DOOR O AREA ° D C FFE=589.06' FFE=86.50' p X b T 1' METAL 2 � INV.-VIO()'\\ \ \\ I \ 1 I C NOPY COLUMN \ - CONC. STEPS CONC. n In \ RD(ZK I o \ &fRAME(TYP) 3TREADS, I I CONTRACTOR TO REMOVE/SALVAGE \ \ \ \ 1 AR O� ° I \`ss6, 4RISERS O 3'(W)DOOR ALL METAL STAIRS/RAMPS AND FFE=588.99' a I \ \ \ \ I ` J RETURN TO ACPS (TYP.) ^z, \ \ \\ \ \ \ \ \ 1 1 I O EP I / m � �"71��'' 8"DEC\ ) \ \ \ \ \ cr 1 � \ � I I REMOVE \ \ \ \ \ \ SIDEWALK ® II V2 \C ERR \ \ 1 1 I I \ I 3' (W) DOOR 6' CONQ SW. / 1 I I \ \\ \ \ \ \ \ \ \ \\ i \ I FFE=586.54' Sa i i \ \ \ /1 \ I REMOVE \11 \) \I (GONG. REMOVEDA TIME OF SURVEY) 1 REMOVE POST 18"IBRiDPEAR i I ,qy.,) 1 1I \ REMOVE I I I METAL RAMP GOAL GOAL YI}�crt' I I 1 1 1 "" 1 'I/�// I\ O REMOVE PLAYEQUIPMENT ip bbb IL ° 11 L'' / \ II II II II II 1 0 11 I Yj� \\ I I �^ a REMOVE J ATHLETICCOURTSO I 2_DEC, \ 1 M I I I \ I I © I I W POST (ASPHALT) I I `e' I I 1 <n m REMOVE 6 ® //�1 \ I CLASSROOM INV=5875.14'(N)4"PVC 58 MOBILE Pos TOP-58752' w INV. IN=57797'(NE) UNKNOWN T WOODEN ININ=581.28' (E) 4"PVC 8 / I I I I _ ` I I I 1 V. }o I II "DEC. I I I I I I, I I , \ � �` I \ I I1 I I® I 1 1 \ ��i 1 .; (NJ DOOR 3' (w) DOOR FENCE- INV / INV 1N=579.55' (SE) 4"PVC I INV 1N=583.37' (S) 4" PVC - POST INV. OUT=57787' (W) 8" PVC WW z �0�(1) O Z>Z)z 0- aw0L Z U aigwo w > (L 0- o W Z O m H (V (V O (V ' O W Q U) 12)< Z O Y U) 0 O N mt m o Y U) o U). U LLJ U) U Z Z Y W LD U IQ a � 0 U H RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 CRAIG W. J. KOTARSKI 7 Lie. No. 0402048507 " a5, 5/ 20/ 2022 cr. J O vJ z LU Z J LU J ¢ Z ^ LU 0 L.L L\I..I > Q Z z � J Lu Z Q 5O L W III Q Q U z Lu O Q a o SHEET C2.4 E C C IN 111111110.1 1 3 ■ 4 5 I 7 I 0 10 11 12 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 10 1 11 1 12 J H G F E D C B A TOP=580.99' a - \ \ \ m INV. IN=578.66' (SE) 8"RCP / / \ O I I It m"CHERRY Ip�•t4' - / INV. OUT=578.58'(NW) 15"RCP I \ / I I \ / � / _ l / / I \ 6" MAP E ) \ I � n • / I I 12"DEC. d \ I \ 2 12"CREPE 3' (W) DOOR ---------- 15"RCP I I I \ \ I FFE=589.02' / U I 3' (W) DOOR 24'RCP I I I \ O EX. I m I Gy /� \ J, I FFE=589.06' REMOVE RISER h� B/ORETENTION 1? I INV.=57563' 1 SO CURB INLET W/MHD AND PIPE UP TO I \\ / I 11 \ I I 10" CHERRY r; C�^Z,I // p ll [4L�`' 6"DDOWD TOP=581.63' CURB INLET � 1 I \ 1 / U o \ON INV V 1N=5773' 15"RCP / 0\ I I / m INOUT=57712'24"RCP�CP REMOVE EX. BIORETENTION 1 / \ \\ I // I I// / I I III I I I 1 m A 8"DEC. / \ a 6- DEC. (a) 1 / I I i' 3FE=DOOR \ FACILITY AND SWM POND AS \ = 1 \ I / \ / � / I I / FFE=589.05' SHOWN ON WP0200600002. \ I REMOVE RISER / / / I I 1 0"CHE RY l ® ° / AND PIPE UP TO / 1 I / / o I I I 3' (W) DOOR B SCALE 1 "=20' N \ \ o CURB INLET /yeti / ; / a O FFE=589.01' O �� \\ 1 i' I m I n II I I • GONG O I ° 0 20' 40' m N64 5'57' - - - J / / I I ` 3' (W) DOOR 6' (W) DBL. -n \ 0 iZ.��' �' - I A I / FFE=589.05' DOOR A I �g 7 7 I FFE=589.08' C I _ 1 �1 I HS KEY PLAN -� \ ST UE / TOP=58761' m I \ I \ \ I / / I / n I I 1 NV /N=580.79' (SE) UNK MATERIAL 6' (W) DBL. DOOR D k I I \ V /� \ / / / n RAMP W/ NV OUT=580.43' (SW) UNK MATERIAL Q o id y / \I \ \ \ (\ // 8"DEC. // O • FFE=589.02' FE 9 -I R° ( / a \ I \ \ EX. 15'VIRGIN/A / \ \ I / I ¢ MHD m G \ POWER',EASEMENT \ / 3 MULTI -LEVEL TOP=588.83' p D D \ \ OB. 109E P23. 789 \ _ I I • INV. IN=57703' 12"STEEL MASONRY, BLOCK& FRAME \ %� \ I \ \ INV. OUT=57726' 15"RCP \ \ O \ \ \ I \ SCHOOL FACILITY SD INLETW/GRATE /\ \ \ I \ \ \ \ \ 4roEc. I / I I I MOUNTAIN VIEW E.S. INV. 1N=58 ��'88PVC N� Z I� �\ �\ }� (1757AVONSTREETEXT.) o (n \ C&G \ \ \ \ O O ^ I I J 40 I I 3' (W) DOOR INV OUT=582.92' 12" PVC \ \ FFE=569.02' 3' (W) DOOR \ N \ \ \ I I� I FFE=589.04' 3'(W) DOOR 3'(W) DOOR Ln m I EP \ \ MAILBOX` \ 6"CHERRY I \ I FFE=589.03' FFE=589.04' �� \ \ EX. 20' WATERLINE \ \ \EASEMENT FOR ACSA I iy� I I g'C+�, FFE=589.03' I \ m V A A I A ��C�z, 3' (W) DOOR / DB. 1132, PG. 751 I m -� Z - _ O 4[�' • GRASS I / \ DB. 1096, PG. 733 \\f0"HOLLY Kr' I ��� ________12 / 1 mcs w n \ \ 8"CREPE(3) 'c,Gr1 8"CREPE---------------------------------- - X I \ mN w I I I� \ I II GONG - -� MOVE I EX. 20' SEWER EASEMENT 1 3' (W) DOOR 6' (W) DBL. �, I CONC SWK 11 I I m 5 Mo m \ ASPHALT \ LIGHT I I I FOR ACSA \ I FFE=589.05' DOOR I '_ 1 ❑1 I I FFE=589.04' 6' (W) DBL. \ \ \ \ I POLE I / OR 1132, PG. 751 \ I 8"CREPE II DOOR I o / / _ \ EP / I I \ \ /\ \8„DEC. I FFE=589.00' 1 I m \/ O I \ I I I CONC. 1 � p \ I C&G 1 I I 1 ® SAWCUT \ // ® �' I m \\ GONG. sW I I / \/ a SIDEWALK s8a • "� p K \ I I l I I _ 8"BIRCH 1 I • 3'(W)DOOR FFE)588.99' I I m I I C Gt[ - • FFE=589.06' [�c�rf' REMOVE \REMOVE / I Y �n I GRASS 3'(W)DOOR FFE=589.01' ��CC���',' / CURB RAMP 1 ,(p a \ 4"DEC. \ `I I W/DWS \ 1 j CURW/OWS f CURBRAMP _ / " • < i a , \ 5Sg SD /NLET 8' GRATE p I I m 0 \6"DEC. \ \ WOWS I TOP= UT= 8' C 1 �I\ 8"I)OGWD 1'x1'METAL I G 6"DEC. INV. OUT=583.82'8"PVC I m I I I CANOPYCOLUMN I 7p�yg► I 2 & FRAME (TYP) \ MY I/ I BRICK h(ON. SIGN I ) CURBN/Al D WS \ / I 8"SYC' � 3' (W) DOOR I FFE=589.00' I I i UFO UFO- I \ \ T VAULT // / // 1 I (CO)6"P SAWCUT CURB 11 I DBL. DOOR 1 TOP=582 1 I INV. -579. I \ I - ° / FFE=589.01' 3' (W) DOOR I I \ 1 1 3' (W) DOOR 6' (W) DBL. DO)OROOR 1 I / 3' (W) DOOR FFE=588.98' FFE=589.01' �y� I J1I1'+ / FFE=589.03' FFE=589.02' I \ I 7z 1 1 I 1 \ I 3' E=589 0R FFE=588.94' \ / / 71,„,�t,�'.-1i I I I / FFE=589.00' 12"DEC. (3) 1 I I 1 I / �. I 3' (WJ DOOR REMOVE CLEANOUT 4^pEC. / NO PARKING SIGN I I I I / 6' (W) EX. I J I I / DBL. DOOR A FFE=589.00' O 1 e/ORETENT/ON FFE=NOT MEAS. I+ MHS (GREASE TRAP) W/ I INNER DROP CONNECTIONS REMOVE SANITARY LATERAL. / \ / I W 1 / I` I I I I 4.,�,�3 I I I ° I I TOP=58743' /\ 3' (W) DOOR \ y�� IO 2"DEC. \ I I 20"WILLOW \I 10 \ / / I C.1 ly INV. OUT83 (0' (W) 4V PVC \ FFE=589.07' \ I / i \ III I I SANITARY LATERAL TO REMAIN / IREMOVE N I I I I II 8"DEC I I 1 I I Q I I\ BQUIDL .67 \ ® SIDEWALK \ � H � II 1 I � I I m I LIQUID LEVEL=583.08' 2// o I I II 111 11 1�1 {Cup, 1 00 II 111 11 �+t.r' I ✓' I I I \ I I DEC. I REMOVE \ y I h I %ti I m I \\ I i CANOPY 3'(W)DOOR FFE=5OOR y \ I I \ 1 I I I Y II po I y O c FFE=589.00' 1 3' (W) DOOR FFE=589.00' �j m I /' y 1 \ I m I A I 3' (W) DOOR \ 1 FFE=589.02' U UTILITY METERS W/ I / j1, \ 1 \ \\ \ • n /I n 1 m I I \ FFE=589.01' CHAIN -LINK FENCE (HT=5)DOO \\\\ \\ \ o` \\ I m III I y I 1 I I LOAD/NGDOCK 3'(W)DOOR FFE)589.01'' 3 R M�IEPLAYEQUIPMENT W/CANOPY / FFE=589.03' 10" CONC STEP \ 3 TREADS, 4 RISER `SB) PLAY 13' (W) DOOR AREA 3' (WJ DOOR / \ I FFE=589.06' FFE=586.50' p 6"�PIyC\ \ I \ 1'�( 1'METAL D C . / / INV.=S75\3(Y\\ \ \\ 1 \ \ C�OPYCOLUMNI \ - CONC. STEPS CONC p & RAME(TYP) 3TREADS, I CONTRACTOR TO REMOVE/SALVAGE \ ( AR�F \ I , I `'S-6i 4RISERS I 3'(W)DOOR 99' ALL METAL STAIRS/RAMPS AND / I ' I I � � \ \ I I tl FFE=5B8 99' I / oI �\ \ \ \\ \ \\ \\ I 1 I ` o RETURN TO ACPS (TYP.) \ I I REMOVE \ \ EP m B„DEG.\�2) \\ \ \\ \\ \\ ° \\ I )I \\ . I \ \ \ /I SIDEWALK 7 \ b2^C ERRY 1 II 1 6'CONC. SW. \\ I \ \ I FFE-)586.54' yaa REMOVE II I I \ \ \ \ \ \ \ \ \ \ I (GONG REMOVED POST II I I m SURVEY) 1 REMOVE 5 I I II I 18'BRJDPEAR I j I Y \ REMOVE METAL RAMP GOAL GOAL �//;' CURB Y \ O REMOVE PLAYEQUIPMENT If9 z _ I I II II II 1 o II I I I `\ I " I n s O I d REMOVE J ATHLEEMOoURTs O 2"DEC/ \ I m I I \ I I W POST I A I (ASPHALT) O I I 1I I 11 I II II II I n Il I® I I \ { � i x REMOVE � MHS MOBILE POS TOP=58752' W I I I I 111I� II 11 II 11 II I I 11 / \\ I I I o I CLASSROOM S INV 1N=581.14' (N) 4- PVC i INV 1N=57797'(NE) UNKNOWN I I I I I I I I INV. 1N=581.28' (E) 4"PVC 1 1 � \ Il I\ I 7' WOODEN w 1 }p Q II 8"DEC. I I I I I I I 1 Y �O' \ I FENCE I I I / \ INV. lN=579.55'(SE)4"PVC / G) a II II II I I I I I 1 1 I• I I I \\ !'i I I 3'(W)DOOR 3'(w)DOOR I / 1 I MIA�E1 I I I 11 FFE=586.53' FFE=586.53' I I I I / MO E POST INV. OUT=5778T (W)8"PVC \I O' x SHED IREMOVE /NV. 1N-583.37'(S) 4"PVC I Y LLI11 f. + 'I I ' ISPN h TA EE /��yREMOVE P I I I I I I I I I I I I m n /' / I\ -J I / W/LANDING SD RATE IN I I I I 1 1 1 1 1 1 1 IV 1 EP 11 I Q 6- DEC. (2) �V' I ELECTRIC VAULT POST POST ?L'P=57 12' / \ I I 1 II I I6I MAPLE 1 1 1 ( I�1 FRB / I I _ \ ` ' /SAN I REMOVE GOAL \ I I I I I \ / O / / ® p CHAINLINK HT-4' GOA� INV. 1N=569. '(NEf6" d \ � 1 571 � I I I I Y s i // j/r/r1 / # ( - ) INV. OUT=570.57 SW) 15" P I I I I I I I I ✓ / 1 L 111 6' CONC. SWK ® - a I I SAWCUT CURB L a s'CONC. SW. REMOVE REMOVE swiNGs 8"svC I I cPs n WATER VAULT MHS \/ ®` / / I I I I I I I 1 I MOVE / i \ Rl R U p� -LJ SD GRATE INLET / I/ ) I \ I I p W / TOP=584.35' TOP=573.23' II �/ / I I 1 II I I LIGHT X20'SANITARY I \ J I O INV. IN = 566.55'(SE) 8' PVC N 0°117 E �L , // \ / / / 1 \ \ I 1 i 1 / \ POLE ER-E4SEM&tp V - UGP- / PN6" \% pC9 /NV. OUT=578.80' 12"RCP INV. OUT = 566. f0' 8"PVC I ,�/ - - / ( 1 1 I 1 \ / FOR ACSA --I -UGP r � 6" DEC, 585 55. \ I / // 8"DEC.O� / I I I\ 1\ \ \ / / \ DB. 1096, PG. 73; / I / (9 SPACES) w/ C. ME / (2 ASP CES o �/// RAMP ) I (5 SPACES) - - #- x- - _ P - - - 1 \ - - - - - �� I / / SAWCUT CURB \ EP -x--- x cI�RB MHS 9� // �j/_ A ----7 �-7-4- 1 0 II TOP=564.24' iy -\ /j�l - -G� -/ -1 I - - I I N/ ASPHALT J I SAWCUTCURB ASPHALT INV. lN=55701'(E)8"PVC_ - S /// \ \ // /l TG�O / /SP \ \ I I I I EP II ` INV. OUT=55707'(S)8"PVC �_ - -SAN sAN / I-�s�a�/ -SAN--�--�_ - I - SAWCUT ASPHALT I II 8 / I � 515 \ � � \ \ 8" sAH AND CONCRETE (14 SPACES) / I I (8 SPACES) i I 1 I \ \ Op0 (I I SPACES) 584 1 I I G, - -� �- I I I 6 REMOVE STORM PIPE I II 58 i / �I w ry 1 I (11 SP PRESUMED LOCATION OF / / I �" I 12 DEC. O / 1 l EP ' a/ CONC. (CURB C T) UNSPECIFIED SANITARY O P ROCKA CUR EASEMENT FOR CHARLES L. HILL / 1 ``�-" �UF WOOD FENCE _ EP AND DONNA M. HILL I %' l \ O� (HT=7) ,,(��(�f-,5- x UFgOP=584.25' 585 I C&G 111 P DB. 1103, PG. 694 I - MOVE SHED / O / INV. IN=575. 10'(NE) UNK s"DEC. CONTAINERS (2) O INV. IN=575.20'(W)8"PVC 6" O C&G d"P/NO K(3 =� -\ - -€L)- I 4"DEC.(3) 581�y 4 / INV. OUT=574.75' 8" PVC CHAIN -LINK FENCE, HT=5' ��� O ,t G _ 581 X��� I TOP=569.35 -S; �AAPLE ` - G X INV. IN=564.20' (E) 15" RCP _ G - - - �X INV. OUT=564.20' (W) 15" RCP - - - - - - - - -G - - - - I _ �X+ 6"PVC EX. BIORETENI YN �0'� I I GRAVEL I I 580 575 ROCK ARMOR SO CURB INLET �� TOP=572.16' - - _ _ O _ 570 INV. 1N=568. 11' (E) 15" RCP - _ - - - - PRESUMED /APPROXIMATE INV. OUT=56781'(W) 15"RCP h '- _ LOCATION EX 20' EASEMENT < X\� - FOR CENTRAL TELEPHONE \ \ _ COMPANY OF VIRGINIA DB. 598, PG. 395 Z ( \ \ 5a0 m70 -X_ N49°17;37.2V `06s y M E w rn o ii N N h Q C o E .3 OQ a 3 A � V 00 � • � O N ♦ Z N 7 • • ` y M a • � X O vl Q � LL J � a� co O N v M a a � J O F- �O ~ w `0 z �0 �In z0 z>>z 0- a�0LU Z E U (n Lu 00 w > (L 0- 0 Z U H Ib (V (V O (V O LL1 Q U) � Z Y � < m cli 00 o m d N d) o U Y Lr) (n C) UjLLJ U I- 0 U) U Z Z Lu w oLu U LLJ U) 0 a- m� 0 U RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 T CRAIG W J. KOTARSKI Lie. No. 0402048507 A, 5/ 20/ 2022 cr. J 0 z LU Z J LU J ¢ Z ^ L.L.I 0 L.Y_ LJ\J > Q / z Z z0 J Lu Z Q 5O L 0 m LU Q U 0 Z w j or_ a- r 0 SHEET C2.5 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 3 4 5 I 7 I I 10 11 12 J H G F E 7 m An V 10" CHERRY It / I � \ O I 2 I n II / I 10"CHERRY l 13 c I I / / r-,n m I 1017CHE RY � I III CC �I J I n I I °n / n 1 RAMP W/ `mn D / 2 �I I L I \ h I N10"HOLLY EX. 20' SEWER bl.4EMO I I FOR ACSA \ Cn� 8"DEC, 3'(W) DOORLICONC FFE=589.05'/,I 1 1 1 /3'(w)DooR 1 1I\\ (2X"RICPI\//SCALE 1"=20' I/h //GRASS \REMOVEFENCEIMy-574.55'/ ////h/// SFFE=589.01' 3'(W) DOOR11 �„ I I I 1 1 \ I I IFFE=89.03'\11 //// / / / ) 1 1 / 0 20' 40' ltOCKA MOR \ 1 ` \ \ \\ \ \ 1 I 1 I 1 \ I CHA NEL TMP 91-13 1 1 15" RCP \ \\ 24" R , I I / - I \ \ �Cp L6'(W)OBL. COUNTY SCHOOL BOARD OF ! +-_+-_±.� - 3' (W) DOOR 3' E=DOOR �, _ 1 -FFE=589.05' DOOR FFE=89.06' 3' (W) DOOR _ _ _ 1' \ \ I // FFE=89.08' FFE=589.01' 3'(W) DOOR ALBEMARLE COUNTY V/RG/N/A ( 587s1' DB. 9033, PG. 313 FFE=588.99' 1 II \ \ \ \ :1N=580.79'(SE)UNK MATERIAL ZONED: R1 1 I \ �Q�%\ \\ \ REMOVE STORM PIPE \�\ �\ �\ \ \ \ \ \ \ \ . OUT=580.43' (SW) UNK MATERIAL 6' (W) DBL. DOOR D I \ \ V /y \ \ \ \ l \ \ \ \ \ ` FFE=89.02' FE 9 I Q- / \ \ \ \ ` \ Sj 60 \ \ \ \ \ \ \ \ \ \ \ \ \ MULTI -LEVEL TOP=588.8�\\ \\ \\ \\ \\ \� MASONRY, BLOCK& FRAME INV. IN=57703' 12"STEEL SCHOOL FACILITY SD INLET W/GRATE /NV. OUT=57726' 15" RCP // \ \ \ ` `\ \ \ - - \ ` \ _ _ _ _ _ �- ` \ ` \ - �- \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ BOT.=576.97' / \ \ 4�HAINUNK \ - _ _ _ - \ \ \ \ \ \ MOUNTAIN VIEW E.S. TOP=58782' \\ 3' W DOOR (1757 AVON STREET EXT) INV IN=583 INV OUT=582 92�12" PVC \ \ \ \ \ \ \ \ \ -FFE=589.02' 3'(W) DOOR FFE=589.04' 3' (W) DOOR \ \ \ - - - _ _ - _ _ - _ \ - - \ \ \ \ \ \ \ \ \ \ \\ s \ \ \ \ \ \ \ \ \ \ \ \ 3' (W) DOOR \ \ FFE=589.03' FFE=589.04' \\ \ \ \ \ \-k`_-�` 3'(W)DOOR I l \ 111 _ FFE=89.03' \ I I \ ,. 3--------------------------------- 1 _ �� - `- ` \ \ \ \ \d` \ \ \ \ \\ \ \ \ \ \ \ -------------- CREPE / I 1 1 -� ` X��� 0 0 ® GRASS � vtr' I o ____ 8"CREPE ®_--_-_-_-_-_1 I 1 I - X� - � \ \ \ \ -cS \ \ \ \ \ \\\\ \ \\ \I 1 1 I II coroc. I - I 1 I 1 1 1 I \ 3' (W) DOOR 6' (W) DBL. DOOR CONC. SWK II I FFE=89.05' _,.,..... a 6'1Wl DBL. rFE=569.04' 1 REMOVE 15 o ® l/ GRASS \ \ 1 \\\ \\ I\ I STORMWATER INLET 5 REMOVE \\\\ \ I AND 8" PIPE _ coNc. \ MOBILE 1 I `'"'RRE----MOVE AND / / / / / ' / ' / / / / / h' S \ 12" CREPE 3'(W)DOOR \ \ CLASSROOM ` \\ 1 I DISCONNECT / / /' / ' / / / 1g06� �^ ' FFE=589.02' 1 \ \ 1 3'(W)DOOR 3'(W)DOOR \\ \ 1 / ELECTRIC, PLUMBING, 3' (W) DOOR FFE=589.06' FFE=590.46' \ \ \\\ \ \ \ \ FFE=589.05'PIZBIRC�H\� 3'(W) DOOR REMOVE \ FFE=589.06' OOD \ \ \ AND IT EQUIPMENT. _ FFE=589.03' 1 \ 3' (W) DOOR /yp \ \\ \ 1 M1#D FFE=589.04' 6"DOGWD SD 1.5'X 1.5'GRATE METAL I \ \ \ 1 I 1 I I TOP=5g272 \ REMO '� 1 1 /RJV. 1N-57 23' (3W) 15" RCP TOP = 588.15' LAND. ET 1 I 1 - 7 \ 1 /IVV. llrl 57 .f0''W) 15"RCPINV. OUT=58756' N 4'PVC S' /%1` �� \ I 1 () \ (\ \� \ �NV. I/V=57/6.23'/(NJ 8" NVC Q \ \ \�\ \ I l 1 /NV. OUT665761.32'24%RCP ( \ \ \ \ \ 1 ® \ // ® / - ,' I M \ X I I I INV. IN=O6Z./U'( W)/c s ILLL \ \ ( ) 4 / I I 1 /NV. OUT = 581.70' (NE) 15" RCP \ \ \ \ \ \ \ \ \ \ \\ \\ \ \ \\ \\ \ \I I 1 I \ 11 III 1\ \ \\ 1 \ 1 \ 1\ SAWCUT I I I 1 CHAINLINK HT=4' \ SIDEWALK s J 3'(W)DOOR I I ® (' FFE=Bass' 1 m FFE=589 0V3(w) DOOR I C C¢I GRASS FFEs' / II II 11 I I 11 I I III I 1 1\I \\( \I I \\ II II \III \II I II I I I 1 CURB RAMP I I I _ 5yg \ @ SD INLET W/GRATE W/DWS TOP=588.28' ' 8^ OGWD I 6^DEC. INV. OUT=583.82'8"PVC I e m ` x 1'x 1'METAL C. f m I i I h I 1 I o II /// \ \\I I II II I I 111 III 11 I II I II III II 111 II II 1 1 II III 11 I I I I GANOPYGOLUMN \ I I I 1 1 I I I I I I I l/ &FRAME (Tl'P) \ FF)BOOR PE I I I I I I I I I I I 14100D I I I 1 1- I I11I I I I I I I I I I I I I s' (w) DBL. DOOR FFE=89.01' 3'(W) DOOR 3'(W) DOOR 3'(W) DOOR I \ / 3'(W) DOOR FFE=588.98' FFE=589.01' FFE=58DOOR FFE=Bs.o2' F E=589.00' 6' (W) DBL. DOOR FFE=588.94' NOUT I 4"IpEc. / I / 6' (W) 3'(W) DOOR II / DBL. DOOR 9° 'FFE=589.00' \ I MHO aOMES.m I TOP=588.53' MHS (GREASE TRAP) W/ \ /-/ / I I I I I I INV. /N=58 .5NO (N ME2 STEEL ° I INNER DROP CONNECTIONS REMOVE SANITARY LATERAL. / \� / I I I I INV. OUT=582.32�15"RCP l / , , I /\ I I / , TOP=58743' 3' (w) DOOR ) I ( \ ® 1 /NV. OUT=583 E)4"PVC SANITARY LATERAL TO REMAIN FFE=589.01' 2 1 ly INV. O580.67 .0' (W) 4- PVC \ , I OTNEASTEPs ° , eoT=sso.s7 ® SIDEWALK II I 04SEks !l � \ LIQUID LEVEL=583.08' I I I // / // METAL w/LA STAIRS DING DEC. I REMOVE I II I 11 1 1 1 1 I I I I 1 1 I I CANOPY 3'(W)DOOR .hUp 580_, FFE=89 00' 3'(w) DOOR FFE=58s.00' FFE=8s.o2' 3'(w) DOOR METERSUTILITY f FFE=56901' CHAIN -LINK FENCE(HT5J / 3'(W)DOORD R ( /E PLAYEQUIPMENTDOCK 3'(W) DOOR FFE=56901' W/CANOPY 113 010" GONG.. STEP FFE=589.03I 3 TREADS, 4 RISER I II \1 II \II1 � kI ° ° 3'(W) DOOR FFE=89.06' 3'(w) DOOR hI I ,IIl/l / METAL FFE0' l \l \\ \ \ PY COLUMN CONC. STEPS GONG 3TREADS, CONTRACTOR TO REMOVE/SALVA GEME(rvP) 3'(W) DOOR a RISERS FFE=588.99' ALL METAL STAIRS/RAMPS AND \ RETURN TO ACPS (TYP.) \ \ 1 1 / EP \ SREMOVEIDEWALK �\ \\ '� ® /'/ I\`�III 11 I I \\ 1111 /1j1�1//111�1 /�I\ll/�I/�� IIIIII I Il \I I 3' (W) DOOR \ \ 6' CONC. SW. , / _\ I I I I / III l I I I I I I \ FFE=586.54' - / 5a1 I I I/ li i t \\ 11 I I I 1 I REMOVE (GONG REMOVED A T TIME OF / POST m veE/ \ suaY) REMOVE i / I E RAMP / GOAL / I I 1 I CLASSROOM \ I\ GOAL I I I / \ I I I l l/ I I I, , I I I , I / / I I / REMOVE PLAYEOUIPMENT / ' I / \ I 1 1 1 1 I I I 1 1 // I REMOVE REMOVE I I I I ^ I 1 1 ' I I I I ,/ 1 I l \ a p l / , / � „ I I p I I 1 I / I I l I I / I � / I 1 1 I I I I / / ATHLETIC COURTS / I I I / \ 1 I 1 1 1 h I I,II jI POST I I I I I 4) \ I I O Z I I x MOBILE I - MHS 566 1 1 I11 y I / / , I 1 ro \y (ASPHALT) b I I CLASSROOM \ ) POS - INV.N858L 14' (N) 4„PVC ,' W I / ! INV 1N=57797' (NE) UNKNOWN l l l / T WOODEN V. IN1N=581.28' (E) 4"PVC I I / I/ FENCE I � I I I / � INV. IN=579.55'(SE)4"PVC / I I ) / / I \ , 1 I I l I i \ II INV.1N=583.37'(S)4"PVC I 3' (W) DOOR 3'(W) DOOR / l I I l l l I II-- FFE=86.53' FFE=58s.53' 1 I / POST INV. OUT=57Z8T (W) 8"PVC/ I REMOVE METAL STEPS �AID- - - - - REMOVE REMOVE REMOVE 6"DEC. (2) ELECTRICVA POST POST I - - -------- - CHAINLINK(HT=4r/ SAO REMOVE GOAL GOAL\ -- �C8WKUT CURB l I I I l / 1 / Iul UGP---�\ I 3 / 6 CONO SW. \ \ R gTER VAU T MOVE SWINGS /// � l i \ \ \ &METAL RAMP DECK / I ` II / ,/ SO GRATE INLET 1 I \ / I 1 1 l I I I I f I 1 I I I I /( I 10/ I I \\ \ \ / / l l I I/ f f / f/ / I / 1 1 11 1 1 I I I / I l i- 58s _ I I I'--- I / k I I I V OTT \ INV. OUT=578.80' 12"RCP 17 I I I\ l r / � 6^qED I / 1 I` � I - EP / � (9 SPACES W/ O C. / 1 I -- o\ / p ,x I I / - CONC. / l 1 // I l l/ 1 1 / l l I I I I l l l 1 / f l l l 1 1 11 / S ) RAMP (� ASP CESJ (5 SPACES) tt , I I/ / l 1 / / / / / l l / I I / / l / / 1 I / I 1 .� / I l 1 1 l l l I \ I I 1II 11 1 II lI 1I 1 Il Il /If / SAWCUTCURB EP 11 I / l I S/y, ASPHALT SAWCUREMOVE lI/ ASPHALT t----------- PqLESHED/BLDG. SAWCUT ASPHALT (14 SPACES I ,l I AND CONCRETE SAWCUT ASPHALT REMOVE 0 (B SP) 84 3Posrs0 01 SPACES) REMOVE STORM PIPE IrASPHALT/- SAWCUT CURB II I l I I l I 11 (11 SPACES) / / // I I I/ I I I I I II , I I I I I I I I I I I I I I I I I / l / I I �- W I , o /' �ry j I / - $� o / /III v/ I (CURB c , /- I r - CONC. P - REMOVE - - - �VC - - - ---- - _ / III ! ' IN =578.23'1/ III / I/f / // / / I / / / // _ v EP goctc MO o / 1 II 1 I / 1 I I I / / / I l/ l l A4HS _ CONTAINER BOX / U 58425- - -- _ 585 `\ I - ° _- _ 1 - / 1 I I / / lI / I / I/ I f l / l l l / ` C&G ___ _ 111 p SHED / O _ 9 -"DEC. ONTA/NERS 2 -- - - I l l l I f l l I l I 1 INV. 1N=575. f0' NE UNIZ.' -. / O Q O ' _ _ _ _ Q _ _ c&G _ l / INV. 1N=575.20' W 8" PVC - \ I O - - \ _ - - - - I lt/OCK / l I / l l l l l if I WV_0JIT_574.75'EPVC \ \ \� \ / CHAIN -LINK 4"DEC. 3 l 581 - 6„ J _ -� / I 1 / l/ // / I /l I l I 1 1 1 l f I I l l I I I I I I I // / i - - - - ARMOR \ / / FENCE, HT=S' l l/ / �£'a� 1, --- ---_ �3 / I I I I l l l _ - - - - DEC. (4) �rtr' I I / / I / / l / / / I I l l 1 581 �X � �X I � - _ - l / I l I I I I l I I I I I II _G_ x G- - X _ - GRAVEL _EX �OREJEa N-58(C64_---- ---------1�_ ---_ _ /$�X bill - _ _ - _ TOP=581.89' �X I� I EX. BIORETENTION CHAIN -LINK } 58 _ \ _ \ 1 / \ ` \ \ _ - - - - -_ _ 1 - - - - - - - - - I I -INV. IN-57S.35'(NWJ ZPJCC_ _ �I7C I 9 - - -T- I \ ` 580 - - - - _ IWV. IN37U8S'(#EJW22RCP - / / - -F E(HT=4f _ / ---------------- INV. 11\T--=573�4'-(SF-) (i PVC -_�X ,/ _7 h// _ - - i i ' S _ - - - - - - - - - - - - - - - - - - _ _ _ %NV�7UTx&73.84:(SW�S"RCP- - - - - - - - - - - - - - - - - - 0 1 ROCK --______ __-----ARAM_ ---- ___-_ -575- _ _----------__�__�x_�_�X //' ,-- /_ _ _-'/ �' �' _ -- - _ _ _- _ __ _--------------- J- / / ////�O /// I / \ I ! / / \ 1 I / , - / / / / - - 570 _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - // / // o \ \ / _ _ \ I / / / / PRESUMED/APPROXIMATE _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i , / / 10\ LOCATION EX. 20'EA5EMENT '- \-_ - - - ------_ _ _ _ - - - -- i // r0 / FOR CENTRAL TELEPHONE / 15" YCP W! F€S _ - - - - 570 - - - - - - - - - - - CE / ____JN-V�73.63'-----_________________ ( COMPANY OF VIRdIN/A _ - / - - - - - - - - - _ - ' OB. 5�8, PG. 395\ / '� �--- -- -- -- ----- ------ -- ------- ---- -- --- -----_ _- - - - - _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _- \XI__ - - - - - - - -- - - - -- -- ---- - - -- -- ---_ -- --- -- - -_ - -------- - - - - ----- - - -__- _ - - ---------------- -- -- _ _ _ ------ _ _ ----- --__ ' -- - _ - - - ---- _ - - - - -- - 570� ,' / / //�/--------------- -- -- ------- ---- --------' /. / /-555- � I / / -� H49°1> i%;w "065/ /_ i/ 56o I l 1/ l /f l/ - - - - - - - - - - - - - - _ _ _ _ _ _ - _ _ _ _ _ /' . KEY PLAN / " w �� i TRA FQ4ME wU) Z �O�In O z>>z 0- azc)2 Z X U aigwo w > (L 0- o U) Z O m N N C) C1.4 w Q U) L0 O Y � Q W 00 f1 CD N mt m o � Y LO CD U). U LIJ U) U Z Z Y wLu U�� U LLJ� 11� 0 a U H 11111100 RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 T Lie. No. 0402048507 J O vJ z w Z 7 J LU J ¢ Z ^ W 0 L.L > Q \W Z zO J Lu O zQ w W Q U Z w O Q a o SHEET C2.6 E C We IN W 1 3 I 4 5 I 7 ■ 0 10 11 12 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 J H G F E D C B A I _ I -------------- I / / i / \ 1 m y tiCrn •.�yw / DOa �c�2-C�y+� .0� a / // Hati .0 ,a n a �a o � � wmoa d ym m� /R y '^m aC�w � �' / voa .�� � / Hey oo° a� /.caa tiy� c`� o /R �� �� v=.ti ama /: �wD7�bl �N�FwD? oaw �a^ am a w o m I A TMP 2 a VONP 914-8 I OB 80P�cRT/ES yphgSE CC SCALE 1"=40' 0 40' 80' o E mo N U Q -0 O N E '3 I� N 0 3 m � s U M OJ ♦ • O N O ♦ Z N� • Y M .0 (� Q N � O V C N N �O 7 N C Ol R rf N M v M d � � J O W l0 ~ w U) Z ~O} U) rl U) z 0>Z�- Q w O w _O H 0_ZU2 U U)QWO W >0-0_U U) Z O m H N N O N O N U1 Q U) Y _O U) Q W N O DO N qtd 0 O N U) o U) Y Uj U H 0 0 U) Z 0 Z 0 y LU LU C0 U Q W U) � 2 0 d 0� 0 U mi RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 "NO 'HIV � I\ Lie. No. 0402048507I J 0 0 2 U � Q Q J Z W W JZ a O w0 �> Q W_ J > Z J Z O ULU J Q Z Q w 0 om LU Q OG W Z Q ry 0 0 SHEET C4.0 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 J H G F E D C B A a TMP 91-1D I I DOMINION CRANE & RIGGING, INC. I DB. 1237, PG. 594 ZONED: LIGHT INDUSTRY a � � O \ - o E w E ii N N h Q C O v .3E O � a 3 V r� W � • � O N ♦ Z N 7 • • ` y M a 5 x O in LL J � In C O " 0 _ �7 M a a � J O llJ �O ~ w U) Oz (1 r (1)O z>>z a a�0LU z E U (n Lu 0 (15 w > (L 0- o U) z O m N N O N O N U1 Q U) O Y � Q W N of O m d N OY O N (n Y Lr) (!j o Uj U W z z Y LU U�� U � 2 Q � W U) IQ a C) � 0 U I— RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 Lie. No. 0402048507 J O O U Z Q Q J F--- W ~ W J g z J W 0 W_ > 06 z O ULU J ( D 0 z = < :E / Om Q J F- U 0 z LU O Q or_ d rr 0 SHEET C4.1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 J H G F E D C B A o E A M O it N to Q C O vE O �.3 a 3 V M W � • � O N ♦ Z N 7 ♦ ♦ ` d M a+ 7 • J X O Vl Q LL J � In C O " 0 _ �7 M a a � J O llJ �O ~ w U) OZ (1 r � O z>>z 0- a�0LU Z E U (n Lu 0 w > (L 0- o U) z O m N N O N O N U1 Q U7 O Y U7 Q W N of O m d N d) O N (n Y LO Uj o Uj U W z z Y LU U�� U � 2 Q � W U7 a 0 � 0 U mi I— RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 CRAIG W 7. KOTARSKI Lie. No. 0402048507 A, 5/ 20/ 2022 cr. J O O CO Z Q Q J F--- W ~ W J g z J W 0 W_ > 06 z O ULU J ( D 0 z = < :E / Om Q J F- U 0 z LU O Q Q a rr o SHEET C4.2 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 J H G F E D C B A U ° a Le Q I 2 n IQ C h it CIO, I la I IO I ®VHS TOP=58761' NV IN=580.79' (SE) UNK MATERIAL y I RAMP W/ NV OUT=580.43' (SW) UNK MATERIAL ° L �I I I I I � I I I I TIE TO SIDEWALK AT NEAREST JOINT I BUILDING CANOPY GRASS —46 I � eIL i I. II I.• •. 2 ti I CAFETERIA ADDITION TED NO E LANE I i : ' D• SIGN I I I I CONNECT EXIST. SANITARY LATERAL TO PROPOSED CAFETERIA ADDITION s< MHS (GREASE TRAP) W/ • INNER DROP CONNECTIONS III � " •, I TOP=58743' INV. IN=584.5'(E)4"PVC g v� INV. OUT=583. 0' (W) 4- PVC 28' I I " BOT=580.67 ° LIQUIDLEVEL=583.08' I , a III g� I I I I DI •'. ' I BUILDING (con I.1 CANOPY T °I RELOCATED NO PARKING FIRE LANE SIGN I f:. TIE TO SIDEWALK AT NEAREST JOINT I BUILDING CANOPY I� • I• D ° . ° # 6' CONC. SWK I i Rz IDROP OFF AREA all IHIIH R2 ' I /SA 20' I— — — — CONC. a `D Z � Q HARDSCAPE. REFER TO LANDSCAPE PLANS. CONC. \ LEGEND: LIGHT DUTY ASPHALT \ \ \ HEAVY DUTY ASPHALT \��\ CONCRETE SIDEWALK \ \ X\ HEAVY DUTY CONCRETE \�\ MILL & OVERLAY MULCH \\ SCALE 1"=20' 0 20' 40' TMP 91-13 ^ COUNTY SCHOOL BOARD OF \ 13 �_ T)�NO P'pk'KING FIREEP— jv EP P i(cl I LANE SIGN \ L�=X+ WOOD PE ■ WAM� OTT FL_! KEY PLAN ill Yi1l■■■II l II I I I _ 6 E w o ii N N h Q o E vE .3 O a 3 V M W � • � O N ♦ Z N 7 • ` y M • J X O na LL J � QLr; c rn O N v M a a � J O F- �O ~ wZ Z �0_�(1) z0 z>>z 0- a�0LU z E U (n Lu 0 (15 Lu > IL 0- o z O i= m N N O N O LL1 Q U) O Y � o m a N d) o � Y Lr) (() CD Uj U LLJ U1 W Z Z Lu Lu C0 U IQ a C) � 0 U I— RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 Lie. No. 0402048507 — J O U Z Q J F--- LLJ J Q z J W 0 W_ > '6 z O U Lu J I< D 0 z Om Q J F- U 0 Z Lu O Q a o SHEET C4.3 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 3 4 5 I 7 I I 10 11 12 J H G 24"RCP J INV.=57563' SO CURB INLET WIMHO TOP=581.63 INV. 1N=57734'15"RC INV. OUT=57712'24"RCP F E D C A P \ � ,\ 9 S S' l I\ i\\I I I I I f I I I\ \ ` - I \ ' \ \ - \\ \ \ - - { Z �-_ M1M1 C _ �� o � rr\•� '�\ • �I 1' II T ` -- - -\ �� - �`s\/II\ � \, - / ' \' - \\ \\ __�\� �_ \ \ -\�\OOo \ / \-\ '\ \ -./Q- __ -\_ /--_-- II I _\-\_-W-\\ _ J \\3 ®II I \ -\-_\' - - -I \ \ - �\ �X- _-1_ 1-_0 /'- -- -/_ 'i-- - , I i\I � k , \ � / / / \ \ / / /5 o TMP91-ID I DOMINION CRANE & RIGGING, INC. DB. 1237' PG. 594 ZONED: LIGHTINDUSTRY SD Ili ET/GRATE` 2.'S'X2.5' 6'0605,TOP=586.84' INVOUT\=58S4.59'15"Ro _ --_________ TIC 590 Ilk 600 TOP=585.73 - ------ ------ "-_J'x I0y INV1N5(NE)T5"RCP INV/N513(E) 15"3C£ INV OUT=583.0'15"RCP nN\I SO /NLETIWI GRATE 595l TCY.5'x 2.5' 86.30' TaP= 587.32' ----- - - - (Cl 6"PVC TC INV. IN-585.20'(SE)\-- -_ - - -- - - - - - - _ -2 INV=579.63s 587.38' TC ---------- - - - - -- 850Gir (NW) 15"RCP - _ _ _ _-564 lDSTC INV. OUT=5-84,93' ---------- -- - _ 04 / 584TC -- ------- ---------- -- - --- If -586.65' 588.46' -- 590 - - - - - - - - - -_ 585TOP-585.79'a _----588.9' ---------- _ - - ---------------- - - - - -- REROUTE EX. 584 /NKW479.94' rc rc - _ --- -- 590 6" PVC TO Pv 105 \\586.7315R 585.84588.44 TCDAYLIGHT TO 58POND'.58' 585.74' *O VDOT STD CLASS Al T 5 0 w- -w- BROWNSTONE RIPRAP 584.14' WIDTH 1=3.75' 1 - \ WIDTH 2=9.25' till,583.28' \ LENGTH = 8' ,1 DEPTH = 18" 589.01 589.01, 1 I BROWNSTONE kill RIPRAP CHANNEL FROM CURB CUT TO BROWNSTONE -w 589.01,GRAVEL FLOW SPREADER (TYP.DRY POND 588.75' 589.01' 5887' E]206 5' 205101 / 588.7 I 1 583.31208 203 100 \589.011, 207 202 MI/D TbP=5P2.72/ /IW11i 23'(SW) 15" R TOP=588.15' 2 PX10 pcoo1\It 1 7 SO 1.5'X 1.5'GRATE 1 INV. OUT=58756'(NC 588.65' 1 INV. )A=57623jN) 8-)?VC U /NVOUT6 ' 24"/RCP Wt. 57.93100 211 / / O 589.01' \ 1 ! 1 I \ \ 201 \ \ I (\ 2I<"RICP II I1 1 / m 1 I m 1 1 /NV-574.55' I \ I 581.69' h00cv TC 7- / I I i - 1 • ---- _- J 212 11.1\CP \ ` 24" \(•III 582.76' _ _ - / TC I I I I 589.01' 589.01' \ 1 15 CP 1 \ \ / 584.73' TC X1 I TC I[V I I I / 1'--- -"\ \ ( \ I,\ kX225 584.43> \ \ \ , \ / y�9 584.23' / / ' 585.04' 582.33' TC I \\\� \ TC \ I / 583.�6' l / Z � � MHD- �` 3 cQn \ TOP=588.83' \ \ \ •\ \ \ \ \ INV. 1Ni 03'12"STEEL \ \ \ INV. OUT=577.26' 15" RCP ` \ ` \ \ \ \ \ TC SD INLET W/GRATE Z TC ® BOT=576.9T ` \� \ •1'%:•:•. \ \ 584.99' / I I I TOP=58782' W ` - \ 583.83' < 584.90' 1 „ (p t / 1- I IN UT=5883.3T 8"PVC WEIR PLATE l I � a0 /NV. OUT=58292'12"PVC \ J \ 215 584.74' I,-A�,, 12" 1 T m p - I \ I \` a - ------------ ------------ - I 519 r� 9 I Tc \ 11�X22 i ` �X223\ 217 I 1 \ � I o � \ \ � I 586.23' I I __- ---""TC I 585.74' ' I I \ \ I I I , I 30" ACCESS MANHOLE 1 MTOpP - 5 \ \ ® ) '•rtr' ---- QI 'I // I I I -' INV. IN INV. IN \ INV. O 586.06' 587.1 T 586.54\ \ I=1--------- • I ' 585.5T \ \ ,I ----r---� / I , II I SD /NLET W/GRATE 1 I I I I \ \ ' - I 1 - - - TOP=588.28' / 587.14' I I I 585I05' / 1 / r I - I 1 INV. OUT=583.82'8"PVC 132LFOF60" --------1----------- CMP DETENTION / I/ i I ♦ I 1 \ - 1 TC \ Tc \ 1 II I 589.01' ` PIPE 1 584.24' 585.71' \% 589.01, Z I I Lill U O \ II I I°\ \ \ �® \I�\ I '7\ I • 1 " I Yrt 1 I �1 I \ \ r r " ,I r,I ' 1I,I \ 11I \ 1 `III TI� rO F I II � I l l I I I IIQh III II I I II I I I I / \ j 1 c /\ \ _ ` `/ \//\ / `/s rn \ - - - / ' � / - S P 2 _ 1 3 willX-z \ II I I II\'I I/ 1I ' ( - I 1 I II / � I � / - M /H D INV I N INVIN 30" ACCESS MANHOLE INV O Q I I //4580-4"C.O. \Z INV.\ 1 4"PERFORATED ROQK 4"C.O. PVC UNDERDRAIN ARMOR ---------\ 111-583.88' 312 TRAFFIC RATED 8" 8" PVC@ TRENCH DRAIN 0.75%MIN. SLOPE I 8„C,i CO.a I I 6„PVC @ 313 0.75%MIN. SLOPE ------------------- - - 1 6" C.O. I 6" PVC @ 1% MIN. SLOPE 1 left /IPVCPERFORATED I UNDERDRAIN a III� it WZ Z �O�In O z>>z 0- a�UW Z w U aigwo w > (L 0- o Z O I- m N N O N CILJQ L U) 12)< Z O_ Y U) O m d N m mt CQ Y In (n o U). U In W Z Z Y Lu C0 U LLJ 0 a- 0� 0 U H re RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 '-)CRAIG W 7. KOTARSKI Lie. No. 0402048507 " a5, 5/ 20/ 2022 cr. J 0 0 aJ/"� - W Q Fill z Q LU Z G W J W Z ll� QL 0 W > > 06 i Z tJ r1 Q° Z Lu zQ W QN Q I L �r V U Lu Z a o SHEET C5.0 E C C IN W I I 0 5 I 7 I 0 10 11 12 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 J H G F E D C B A \ I 1 583.31' \ I I °r' 100 15" RCP I I \ _ LO 24"RCP INV.=575.63' X10 O ro SD CURB INLET W/MHD /' In TOP=581.63' INV IN=57734' 15" RCP INV. OUT=57712'24"RCP LoI I\ I II I I I ��cS I I I I '� 1� �� a. to �0✓ II SCALE 1"=20' II' ° 0 20' 40' Tc \ \ h 582.76' _ / / TC I I I COO 584.73' I \ TC TC 1 I I I ® KEY PLAN \ 582.33' 584.23' TC 5 5.04' I i 584.43' Vo \ \ ego \ \ I \ TC / \ \ 583.p6' MHD \ \\ \\\ \\ \ \\ \ TOP=588.83' \ \ \ \ } I • INV. 1N=577.03' 12" STEEL \ \ \ \ \ I ` INV. OUT=577.26' 15"RCP \ \ \ \ \ TC / \ SD INLET W/GRATE Z \ \ \ TC TC J • BOT.=576.9T I \ \ \ \ 584.99' / I � I I TOP=58Z82' Q \ \ \ \ 583.83' c 584.90' 1 \ \ I INV.T=582..37'8"PVC WEIR PLATE \ �'"z, G ^ i I J L ' 40 I I INV OUT=582.92' 12" PVC \ \ \ I I 215 \ \ TC \ \ \ \ \ \ 584.74' I \ I 1 \ �X222 12" 1 ------------ - - TC I 58623' I II I \\\\ I I 10_=_X22.1; ----- ,`X22-- - X216',' 1217 ' II \\ 586.06' 587.17'\ I 'S8B • / , _ J IIIIIIII __ 1----- __ - __• = \ \ \ \\\ 585.57' \ yII I --_- 8r---�1 SD/NLET W/GRATE I /O 85105 / 1 / I II I 587.14' I - - - TOP= UT= 8' I - I I + - - - -I_ _ _ _ _ _ - - - - - _ INV. OUT=583.82'8"PVC 132 LF OF 60" 1) I y16 ' I \ I \ \ \ l CMP DETENTION i TC TC 584.24' 585.71' \\ I I' I 589.01' \ PIPE 589.01' Z UFO I I I///// 1 I (CO) I \ I I I\\ UFp� T INV 2131 / I ¢ 30' /J I// I I II I II,11Iq I II\ I,114 I I I \ "'21 a° C.O. x I / I 1 I lb of \ I I\ l 1\ \ `\\ \ • I I �� I I I \ � \I � I // / Z / SBA. 1 / 6§7'\PIC\ \ \ I I 1 / 4" PERFORATED INV. 4" \5\\\ \\\ I \ K I I II 310 ' 4" C.O. PVC UNDERDRAIN i I t ARA�OR I I sus _ 311 - I I II 312 '`sa3.a8' \\ I I II i ¢ I � \ 6" C.O. PVC @ TRAFFIC RATED 8" 0.75%MIN. SLOPE \ TRENCH DRAIN II \ \\ , \ \ I\II II I II \\\ 1 1 8"C.O. \ I I I\i' ® I i I I // I 4" C.O. /' I ' �`s.,ir3 II II II 11 II II I \ I \ I I I 1 i v I \ v ' I II I (� ) I I I I I I \ / I = �I I /\ 11 1 II 111 I p l I 6"PVC @ ` \ I I I O I�\\ 313 I /�"/ - - - - - - - - - - - - - - - - - - e / I o L I I 6.75% MIN. SLOPE 2 I - 1 I I I I I is I Q 16"C.O. I I I \ �e II i 11tR.r' 11 1 I I I I I I \ I \ IIII + j s_ / I 1%MIN.SLO E // I Yi III I I I I I I I(I 4" PERFORATED I /' / /' /SAN I PVC UNDERDRAIN I I p �� 583.69' \I I \ \ ^ I I I I 1 � \ 1 % L SD RATE /N y1 I I I I I I ' II 11 1 1 I 1 1j' \ I \ \ ° o ' I \ 1 I - - - - - - \ I 4" C.O. 1 / I ?CZP=57 12' 11 I TC / / I I \ \ _ / / /SPN 6° C.O. INV. 1N=569. '(NEf6" d \ \ I I i I 157> I I ' I I I 1 I I I \ s584.05' I \ I \ // - - �- - - - - - 18 586 - 4-L-------- �- / INV. OUT=570.57 SW) 15" P I I 1 I I \ - - - - - _ _ - - - - = I I I TC/ I I I -�--' / ® 316 317 � 585--- I o \ I I I I sa3.5s s� _ - SWALE TO INLET I I \ \\ / I I I I I I I III I TRAFFIC RATED 8" r TC _ \ TC TRENCH DRAIN \ \ i s<v� \ \ ` 585.96' - - % / bJ 84.04' �Brrs9' 319 / IL // \ / / 1 \I \ I 1 I 1 // \\ //- --- ---UGP I I U\GP 1- _UGP� /SAN I I v 584.54' TC - - - - TC T - � \ - - - - - - - - - - - / / / JF / 'v I 584.30' 6o...2 \\ TC - - -- - /--GL�_/ I \ I \ --� I ntd ` � � � / � , , 585.00 / / 323 SAN SAN/S SWALE TO INLET / �- - - - SArµ -�firo / ` - _ ' WEIR PLATE OFO -J 584 - ,y/ / 58 / l ty I / 303 / < �/ I ' / ` ' UFo� - -_ _ - //��� - �- _Roc/ nao 1585 UFp 581- If I+ ' - MHD t3�' I I /' _ \ I \ \ // \ ! \t- - - - - - - - 581-- TOP=569.35'� I l /-__ _ G� \ \ \�`l \G x /\/ �� -1i- INV. IN=564.20'(E)15"RCP I / \-G- \ \ 1 - _- �_� INV. OUT=564.20'(W) 15"RCP - - - - ` / _ _ _ \ rt G \ \ \ �X _ .6"Pvc- - - _ _ - _ - - - - _ _ _I L- _ _EX 91OW975N YN-58(T64- - - _ - _ - - _ - - - - I � \ _ _ - _ -ROCK AR SD CURB INLET �� I / \ I / I \ \ \\ / //� -_--' / �' �'' _ _-------- TOP=57216' - - I / \ I / \ \ i _ _ i - - INV. 1N=568. 11' (E) 15" RCP / / - - 570 INV. OUT=567.81' (W) 15" RCP 57o / / �-- o E w ii N N h Q o E OQ �.3 a 3 V M � • � O N ♦ Z N 7 • ` y M • J x O Vl Q LL J � Q � co O N v M a a � J O F- ,o r w `) Z �O_�In O z>>z 0- a�0LU Z E U (n Lu 0 w > (L 0- o to Z O H m (V (V O (V ' C)Q W U) � Z O_ Y � C) m a N d) o Y Lr) t/j C) U). U 0 to LU W Z Z Lu LU C0 U 0 a- 0�0 U RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 CRAIG W J. KOTARSKI Lie. No. 0402048507 a5, 5/ 20/ 2022 cr. __J O z C) J W Q z Q LU z W J W Z � L L_ Q W > > 06 i Z � ( r1 tJ z O Z W 0 Z Q :E w Q Q rrnn V U W Z O or_ Q rr a- 0 SHEET C5.1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 3 4 5 I 7 I I 10 11 12 J H G F E D C B A 589.01' \ O _ \\ "1\I/ \ I 204 \ ' /' // '/ y1y// \\ I a ® \\ 206 / 588.75" \ 205 \ 208 \ \\ \ 203 207 / ® 202 \\ \ \�� \ \ / / M14D \ \m \ �y a SD 1.5'X 1.5'GRATE 11 TOP-572 \ l4/V. 1N=57�/ 23'(3W) 15"STCP I I / TOP = 588. 15' \ co \I I I 1 1 _ 6 \ � INV 141-57 .f0''WJ 1N"RCP I $ I ro INV. OUT = 58756' (N)4'PVC 588.65' -� \ \ \ \ I 1 NV. I/V=57/6.23',(N) 8" PVC I I I h a \ \ I l 1 INV. OUT665761.?2r24%RCP I / 210 209 00 \\ \\ II I \ \ \ \BOt=57..93'I 211 I 1 589.01' 201 \ 1 , 1 2 "RIP 1 1 1 \ \ \ _F SCALE 1"=20' to 1 1 co 1 \ 1 /N .-N74.55'1 h 588.80' 0 20' 40' I / 212 ROCKA IMOR WNtL 589.01'CIO,L \ CP 241,5° 1 589.011I I /// / / //' 60 \ , / \/ / / / / / /, / , / '/ \-\ .\\ \\\I � �` _ \ � .\ � \X• V\ ` N \ \ - 560��`_ _�\��`_�� \\\\\\ \\\ \\\ \\\\ \ \ \ l \ \ \ TOP=588.8� e INV. IN=57703' 12" STEEL INV. OUT=N7726' 15" RCP I \ SDINLETW/GRATE Z TOP=58782' (n 1 \ \ \ \ y;; i;.`::::::::. ::::.:.. \ ` � \ \ � \ \ � � \ � \ \ \ \ \ \ \ \ \� \ \ \ • \ \ INV. IN=583.37'8"PVC WEIR PLATE \ \ \ \ •:;ii1:> . - - - _ - _ 'n \ \ \ \ \ \ \ \ \\ \ \ \ L qAJ 001 I INV OUT=582.92' 12"PVC \ \ \ '\ \ \ :;i;<iiii;''ii;i;i;iiiii:; ` _ _ _ _ \ _ _ _ - ` ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 2 • \ _ '�''' Za,J ® , 12" 1 1 1 1 1 \ \ `:E;'s}sr;i'•iEtititit,<siEsiE;iiiiiiE's•;. \ - _ _ - _ ` - . . \ \ \ \ \ \ \ \ \ \ h I \ I a =___________ ____________________ 1 1 I 1 1 1 \ ) t1I5?iiii5iii;ij5iii:I•.,.;.. _ �X_ \ - _ \ � \ \ \ \ \ \ \ \ \ \ \\ \ \ \ 1 \ \ i',l�.;iE;iy;ii5 i:<i;5::;.; ` ` � �X� \ \ � -- \ , X22 /X216' 217 X221 � \ \ \ 30" ACCESS MANHOLE 'TOP=54,85'_X / MHD\ INV /N=5V2.19'(S \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ 1 1 1 1 1 1 \ 1 INV /N-51 10'(/✓ INV. OUT8170'( . i / 586.06' 587.17'\ I \ 1 1 1 I I I I I I I 11 1 1 1 1 1 I I I I 8 \ SD INLET W/GRATE 587.14'I- I 1 - TOP=588.28' n •' \ I I 1 I 1 I I 1 1 I I I 1 INV. OUT=583.82'8' PVC --------1------------ 1 OF / I I 132 LF 60' CMP DETENTION f \ I I \ 1 I I I 1 1 I I I I I 589.01' \ PIPE 0 1 \ 1 1 I I I I I I ) I I I I I I 589.01' Z I I \ °' •" `'0` 1 1 1 1 1 1 1 1 I I I I I I I I I 1 I 1 213 I I I I I 1 I '•"' \ \/ \\ 1 I I Illllllll,j ,II�I�IIII�I I111Ilillll� ' / ' � I I I I � ''•Si iiii: I 11 I I x/ II I I i I I �'' 1 1 1 I � I I I I I ' I, I I I I I I I I I I I I / I � I // ---- I I I I I I I I I I \•• ••••••••••• II I I I/ I II III I I I 1' I' I I ,I I ,1 I ,1 ,f I I( I I I I I I I I I I / � r/=X218' I I I I I I \ •. ....::. \ I ) ' / I I '1 II IIII I, I , II II I IIII I I,' I I I I I I I I I I I I' I I ' 0°j ---' I I I I M H D I TOP=588.t53' I INV. ITY (WJ NOV MEAS. I / I / I� INV. /N=5 2.54'(N ) 12"S `i' I I I' z 30" ACCESS MANHOLE INV OUt=582.32� 5"RCP •• • \ / I 1 I I I', I I/ I I' I 1' 1, I I I I I I I' I I I I I I I I I I / \ •:��i''�'�i,',',i:: 1 I/ I I I I I I I I I � I � I I � I� 1�� ; 1 I I I; �'; I � � �' I 1 II / I I \ � \ •'':::::::f`:;...\ /' / II 'I 1 I I� I, / 1 1 1 1, I I /, I/ I I I �� I � 1 � 1 1 I I I I I I` I I ' \ ii � I � / / ! ) � � •••• I I I ,, I I I I I I I 1 1 I I I I I II I I � I � \ I � `� �``i•:: I 111 I11 1 I III I I 11I �I �111 III � ' IIIII �/�/ III � II I I I I' I \\\ 580 - l 4" C.O. I I I I / / \ •!II I I x 1 I I I 11 I I I I I I' I I I I I ��I /� / j l l %- ' ``'•'•'•" I I ) I I II 111 1 1 ' I 1 l l 1 /'1ll'll 1 1' I I I I I I'\ I I I I I I I/ I <`• ii iii I I " I 1 1 / 1 1 ' , I I I, I I I, I, if1, 1 I I I \ Q 11 1 1 1 1 i:iii I I I 1 1 1 / j 1 1, 1 1, I' I 1 1 1' l l , I I I I I I I \ / I h ' I I I ::;i; %iij • \ I I I I 1' I '„ I ' I I If I , l \ 1 l 4" PERFORATED h 310 // PVC UNDERDRAIN I h, l l 11 I/ �ii iii.l \ ( I I I I I I I I I I I 1 1' 1 1 I I I I I I I l l l l \\ l / \ 1 / 4"C.O. 11 I 111 I I I I I' 'I 11 l l 1 ,I I I' I I I l I 6. ------ - 311 I _ - - - - - - - - - - - I 312 \\I h 6"C.O. I I \, \III<ji 11 , I \ I I I I � :iii iii ii �� li\I\ 4 \I / I �� C.O. (TY .) / I , it 313 I I z I \ I I I .:.:•:.:.: - - - - I I I I @ 1%MIN.'SLOPE I I I I I I I '•:;i \ 1 I „ll/ ,, l/l l l, l l/ lt�l l/ ltn l l I \ II II I 4" PERFORATED SAN/ if / PVC UNDERDRAIN I I I I 1 I I I I I' I l l I' I l l' l 1, I I I l I I / 1 \ I 1 I , I l l I < I'' I l I I, l / l �I \ � c\ _ �/ � I\ N//I I /' --•- I I I I / I I iE�E' i I I 'II II''�I,IIIII''1 'I'' 11'll I / I I � / \ I -� �c \ I'' ASP I _ L �' I I � I / � I `•••s1 /' l ' I I 1' 1'' I I I I I I I I/ I,// 1 I' 11' 1' 1 I l /' / I - \iZ I I l / I 1 _ ___ L-__ _ 4"C.O. - I ii /SAN - <' --------I I 6r'C.O. i .I 1 ji'ii /' / I I I I '� l ' 1, l _------- /, - - _ �- ,-,.------ 318 586 _ I // J "iij�'j"` ' \\ I I . 11 / , 1 I l I I 316 317 \ 585_ - - - - - - - �� - - - - \ :;:;1. ;.;: I �iji/ / \ 1 I I , , i I I , I rcP — _ SWALE TO INLET / / \ ' I I 1 1 I III' I S \ s\ 585.96' — _ — _ _ — _ �— TC TIC \ \ \ 1 I I 1 1 ' I I I III ' I I ' l I I l ' ' I ' 1 1 I ! ' UG % I f % / 84.04' �S#ss' / II - - - \ !`,j.'. ' / l l l l l l ' , l I I ' l I ' , I / I , ' l l I I , I I I / I / ( 1 P I I \ -- UGP— /SAN / I J v V, 584.54' I I 319 320 I 1' I 1 / , I —UGP / I � \ \__ 1_ ___ ,ky/I/ / TG - - - - - - - \ - - _ - - - - - - —_/ 1 / / / / l l / l l l / / -��o+.20' •\ TC / 579.45' 1 I / / l// l l I/ I l/, I I, I I/ I I, 1 1 1 585.00'' TC l l ll 1 323 / 580.48r \ / , II / III l,, III , l l/l ,ll 1,l1,1 I II IIII Il I SWALETOINLET / / I III , /IIIII ll l' , III 11,1 1'I,II'Illl ,l 1/ ,l ,I I I I WEIR PLATE Q - 584 - �/ / I I / 1 I I I I / I I'' I I' I I I,' 1 1 1 1 1 1 I/ II ,�� 325 r i // I ' i I'' 1 w I _ - - / 303 ' I 1 / , I / I l I 0 579.96' I I I I I 1 I 1 � I , l l , / / I I _ 1 II I I 11 / 0 I 1 I I ) O - - - - _ _ `_ _ _ _ _ - - / s" VC 30" ACCESS MANHOLE _ v RoCK Mo / 304 / / / ' - � TIC TIC /- - - - - - - - 585 \ \ I _ _ _ _ _ _ - _ - _ - - ,' / ` \ 1 I I, I I I I l / I lIf -- - -- `_ ;_ �- TIC 57 I 440LFOF36" / I I�'�----581�---- _�-6_--�__ -__ - - - - ____ II __�-- 'II Ro 579.61' CMP DETENTION ' -__ _ \ ARM � - ---- -'I+' -- 1 - _ a PIPE 581 _ _ �X_ � I I � - �iC3D�% =-- _ --G_ \\ \ \�1/' \C� x/\___l/ �`r-1i-- -- _ �XI-1-� / ' y'\� / 111/I 1',I II'II/1,l I/'1 Il/I l' I 1 r I I it �_ \ i / �X - I----/ / / TC / I 1 1 1 �EiC �OREJENi'N-58U64— — — — — — — — — — — — — — — 11_ --F�-X —�I' ' \ $i9 578.98' TAP=581.89' Xll7( EX BIORETEN TIOio / �C —INV IN=57S.35'(NwCZ ) PVC � 580 ��- -' -- -'�--- - - -- -_ - --- INV. IN3768T(ME)WZ2R,P __----- -- -X�� _ -- \_-- - INV. 1N=573-94'-(SE)6! PVC ---__-___-- __ �X�_ / / �0 _ _ _ROCK ` - \ _ _ iNV.'DUTxsT3.84:(SW�S"RCP - - - - _ - - ___----ARMi7 - -- _ - _ _—__— —575— —------- _—x_�_�X _ -— -- - - - - -- - - - - - - -' -_ - //'/'/�O/// 1 -- ---- -- — — —— ---- — — — — //'� / -570� _ -------------------------------------------_---_------- W!F€S- _ — 570 - - - - - i _ JKV �73.63' --------- - - - - - // _ - - - - - - - - - - - - - - - - - _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ -- - - - - -- ------------------------ - - - - --- - _ - - - - - _- ---- --------------- __--- - ___- ___ _ - --- --- / o -------------------- ---------- - - - - -- ----- /, X�- ,l / i-555- - ---- - - - - -- _ _/�'/ / ��,'� __,---- j-_�_ i / yg0 I / / // , / ----__ — — —_____________'/' KEY PLANLL I E o E rn ii I N N h Q c E vE .3 O a 3 s= '+ V M W � • � O N ♦ Z N 7 • ` y M 5 x O to LL �v Q � C O N v M a a � J O F- ,o r WU) Z 7n � (1) O z>>z 0- arum Z w U (n Lu 0 w >(La0 o U) Z O I- m N N O N o W Q U) L0 o z O_ Y � 2 w O m d N m o � Y U) o Uj U U5 U Z Z WLU 11� 0 a �� U H RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 T Lie. No. 0402048507 J 0 Z Q C) /J L. - w Q z Q w z W J w Z 0 0 W > W i Z � tJ( r1 zO Z W 0 Z Q W QN Q I L � V U W Z O Q a o SHEET C5.2 E C C IN W 1 3 I 4 5 ■ 7 I 0 10 11 12 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 J H G F E D C B A ROUTE STORM SEWER DESIGN COMPUTATIONS STORM FREQUENCY 10 PROJECT: Mountain View Elementary School LOCATION: COUNTY: Albemarle Designed by: SAS Checked by: CK UNITS ENGLISH PIPE NO FROM POINT TO POINT DRAIN. AREA "A" Acre (3) RUNOFF COEFF. "C" (4) CA TOTAL IN TIME Minutes (7) RAIN FALL In/Hr (8) RUNOFF Q CFS (9) INVERT ELEVATIONS LENGTH of Pipe Ft. (12) SLOPE Ft./Ft. (13) SIZE (Dia. Or Span/Rise) In. (14) SHAPE Capacity CFS (15) Friction Slop e Ft./Ft. VEL Vn Ft/Sec (16) FLOW TIME Min. (17) REMARKS (18) INCRE-ACCUM MENT (5) ULATID (6) ADDTL CA UPPER END (10) LOWER END (11) REFERENCE (1) STA. REFERENCE (2) STA. EX109 EX110 104 0.210 0.480 0.101 0.101 0.000 5.000 6.542 0.659 584.930 583.130 211.278 0.009 15.000 Circular 5.961 0.000 3.206 1.098 EX107 EX108 104 0.320 0.440 0.141 0.141 0.000 5.000 6.542 0.921 584.990 583,080 63.749 0.030 15.000 Circular 11.178 0.000 5.515 0.193 105 1 104 106 0.000 0.000 0.000 0.242 0.000 5.193 6.479 1.565 579.880 578.600 43.703 0.029 15.000 Circular 11.052 0.001 6.385 0.114 207 208 206 0.000 0.000 0.000 0.000 0.000 0.000 8.901 0.000 583.500 583.000 16.451 0.030 8.000 Circular 2.281 0.000 0.000 0.000 205 206 204 0.000 0.000 0.000 0.000 0.000 0.000 8.901 0.000 582.900 580.100 57.798 0.048 15.000 Circular 15.399 0.000 0.000 0.000 203 204 202 0.000 0.000 0.000 0.000 0.000 0.000 8.901 0.000 580.000 579.100 25.219 0.036 15.000 Circular 12.200 0.000 0.000 0.000 211 212 210 0.110 0.780 0.086 0.086 0.000 5.000 6.542 0.561 584.400 584.100 19.349 0.016 8.000 Circular 1.629 0.002 4.246 0.076 209 210 202 0.000 0.000 0.000 0.086 0.000 5.076 6.517 0.559 584.000 579.100 74.097 0.066 15.000 Circular 17.991 0.000 6.642 0.186 201 202 EX200 0.000 0.000 0.000 0.086 0.000 5.262 6.457 0.554 579.000 576.420 41.976 0.061 15.000 Circular 16.011 0.000 6.104 0.115 215 UGD6 EX200 0.545 0.500 0.273 0.273 0.000 0.000 8.901 2.426 579.822 576,400 56.212 0.061 15.000 Circular 15.933 0.001 9.398 0.100 EX213 EX214 EX200 0.880 0.900 0.792 0.792 0.000 5.000 6.542 5.181 577.260 576.100 29.275 0.040 15.000 Circular 12.855 0.006 9.933 0.049 EX225 EX200 EX410 0.000 0.000 0.000 1.150 0.000 5.376 6.420 7.385 576.320 574.550 20.114 0.088 24.000 Circular 67.100 0.001 14.073 0.024 EX221 EX220 EX222 0.050 0.600 0.030 0.030 0.000 5.000 6.542 0.196 583.820 583,370 15.220 0.030 8.000 Circular 2.700 0.000 4.514 0.056 EX223 EX222 EX216 0.000 0.000 0.000 0.030 0.000 5.056 6.524 0.196 582.920 582.100 96.053 0.009 12.000 Circular 3.291 0.000 2.304 0.695 217 EX216 UGD5 0.000 0.000 0.000 0.030 0.000 5.751 6.305 0.189 582.000 581.200 16.190 0.049 15.000 Circular 14.356 0.000 4.092 0.066 213 EX218 UGD8 1.110 0.900 0.999 0.999 0.000 5.000 6.542 6.536 582.320 582.200 14.448 0.008 18.000 Circular 9.571 0.004 5.842 0.041 325 324 UGD2 0.130 0.900 0.117 0.117 0.000 5.000 6.542 0.765 574.269 574.079 37.910 0.005 12.000 Circular 2.518 0.000 2.819 0.224 303 304 EX302 0.000 0.000 0.000 0.000 0.000 5.000 6.542 0.000 574.098 573.970 16.125 0.008 15.000 Circular 5.763 0.000 0.000 0.000 EX307 EX306 EX302 0.140 0.510 0.071 0.071 0.000 5.000 6.542 0.467 580,640 576.350 71.064 0.060 6.000 Circular 1.791 0.004 7.691 0.154 EX309 EX308 EX302 0.140 0.520 0.073 0.073 0.000 5.000 6.542 0.476 578.230 573,940 31.000 0.138 6.000 Circular 2.712 0.004 10.417 0.050 EX301 EX302 EX300 0.000 0.000 0.000 0.144 0.000 5.050 6.526 0.941 573.840 573.630 27.189 0.008 15.000 Circular 5.676 0.000 3.431 0.132 311 310 312 0.070 0.790 0.055 0.055 0.000 5.000 6.542 0.362 580.400 580.300 9.636 0.010 12.000 Circular 3.930 0.000 3.130 0.051 313 312 316 0.090 0.090 0.008 0.063 0.000 5.051 6.525 0.414 580.300 579.900 73.717 0.005 15.000 Circular 5.154 0.000 2.523 0.487 317 316 318 0.000 0.000 0.000 0.063 0.000 5.538 6.370 0.404 579.850 579.350 96.565 0.005 15.000 Circular 5.034 0.000 2.464 0.653 319 318 320 0.160 0.490 0.078 0.142 0.000 6.191 6.174 0.876 579.350 578.800 115,529 0.005 15.000 Circular. 4.456 0.000 2.827 0.681 323 320 UGD3 0.100 0.830 0.083 0.225 0.000 6.873 5.985 1.345 578.800 576.079 14.324 0.190 12.000 Circular 15.522 0.001 12.145 0.020 325 324 UGD2 0.130 0.900 0.117 0.117 0.000 5.000 6.542 0.765 574.269 574.079 37.910 0.005 12.000 Circular 1 2.518 0.000 1 2.8191 0.224 PROJECT: Mountain View Elementary School HYDRAULIC GRADE LINE ANALYSIS INCIDENCE PROBABILITY 10 Year DESIGNED BY: SAS Checked CK INLET OR JUNCTION INLET STATION OUTLET WATER SURFACE ELEV. DIA. FIFE Do (In) DESIGN DISCH. Qo (CFS) LENGTH PIPE Lo (Ft) FRICTION SLOPE Sfo (FT/FT) FRICTION LOSS Hf (Ft) JUNCTION LOSS FINAL H (Ft) Inlet Water Surface Bevation Rim Bev Comments Vo Ho (Ft) Qi Vi Qivi Vi*2/2g Hi Angle HA R 1.3 Ht 0.5 R 104 579.6 15 1.565 43.7 0.06% 0.026 6.385 0.158 0.921 5.515 5.08 0.472 0.165 63.88 0.264 0.588 0 FALSE 0.614 580.21 585.73 OK -5.52 EX110 584.13 15 0.659 211.28 0.01% 0.022 3.206 0.04 0 0 0 0 0 0 0 0.04 0.052 FALSE 0.074 584.2 587.37 OK -3.17 EX108 1 584.08 1 15 0.921 1 63.75 1 0.02% 0.013 1 5.515 0.118 0 0 0 0 0 0 0 0.118 0.153 FALSE 0.166 1 584.25 586.94 1 OK -2.69 202 577.42 15 0.554 41.98 0.01% 0.003 6.104 0.145 1 0.559 6.642 1 3.714 1 0.685 0.24 1 57.695 0.384 1 0.768 0 1 TRUE 0.387 577.81 585.5 OK -7.7 204 580.1 15 0 25.22 0.00% 0 0 0 0 0 0 0 0 0 0 0 0 TRUE 0 580.1 584.41 OK -4.31 206 581.1 15 0 57.8 0.00% 0 0 0 0 0 0 0 0 0 0 0 0 TRUE 0 581.1 588.75 OK -7.65 208 583.53 8 0 16.45 0.00% 0 0 0 0 0 0 0 0 0 0 0 0 TRUE 0 583.53 588.75 OK -5.22 EX214 577.3 15 5.181 29.27 0.64% 0.188 9.933 0.383 0 0 0 0 0 0 0 0.383 0.498 TRUE 0.437 577.74 588.83 OK -11.09 210 580.1 15 0.559 74.1 0.01% 0.005 6.642 0.171 0.561 4.246 2.383 0.28 0.098 67.852 0.171 0.44 0 TRUE 0.225 580.32 588.65 OK -8.33 212 584.63 1 8 0.561 19.35 1 0.18% 0.036 1 4.246 0.07 0 0 0 0 0 0 0 0.07 0.091 FALSE 0.127 1 584.76 1 588.8 OK -4.04 EX216 582.2 15 0.189 16.19 0.00% 0 4.092 0.065 0.196 2.304 0.451 0.082 0.029 0.784 0 0.094 0 TRUE 0.047 582.25 588.83 OK -6.58 EX222 582.9 12 0.196 96.05 0.00% 0.003 2.304 0.021 0.196 4.514 0.886 0.316 0.111 92.332 0.221 0.353 0 TRUE 0.179 583.08 589.32 OK -6.24 EX220 583.9 8 0.196 15.22 0.02% 0.002 4.514 0.079 0 0 0 0 0 0 0 0.079 0.103 TRUE 0.054 583.96 589.03 OK -5.07 EX218 583.4 18 6.536 14.45 0.39% 0.056 5.842 0.133 0 0 0 0 0 0 0 0.133 0.172 FALSE 0.228 583.63 588.58 OK -4.95 324 575.37 12 0.765 37.91 0.05% 0.017 2.819 0.031 0 0 0 0 0 0 0 0.031 0.04 FALSE 0.058 575.43 578.21 OK -2.78 EX302 574.63 15 0.941 27.19 0.02% 0.006 3.431 0.046 0.476 10.417 4.961 1.685 0.59 92.825 1.18 1.815 0 TRUE 0.913 575.54 581.71 1 OK -6.16 304 575.54 15 0 16.12 0.00% 0 0 0 0 0 0 0 0 0 0 0 0 TRUE 0 575.54 581.62 OK -6.08 EX306 576.75 6 0.467 71.06 0.41% 0.291 7.691 0.23 0 0 0 0 0 0 0 0.23 0.298 TRUE 0.441 577.19 582.52 OK -5.32 EX308 575.54 6 0.476 31 0.43% 0.132 10.417 0.421 0 0 0 0 1 0 0 0 0.421 0.548 TRUE 0.406 575.95 580.52 OK -4.57 320 576.88 12 1.345 14.32 0.14% 0.02 12.145 0.573 0.876 2.827 2.475 0.124 0.043 83.775 0.082 0.698 0.907 TRUE 0.474 577.35 584.45 OK -7.09 318 579.8 15 0.876 115.53 0.02% 0.021 2.827 0.031 0.404 2.464 0.995 0.094 0.033 3.876 0 0.064 0.083 TRUE 0.063 579.86 584.09 OK -4.23 316 580.35 15 0.404 96.57 0.00% 0.003 2.464 0.024 0.414 2.523 1.044 0.099 0.035 83.475 0.065 0.123 0 TRUE 0.065 580.41 584.66 OK -4.24 312 580.9 15 0.414 73.72 0.00% 0.003 2.523 0.025 0.362 3.13 1.132 0.152 0.053 37.597 0.065 0.143 0 TRUE 0.074 1 580.97 1 586.54 1 OK -5.57 310 581.1 1 12 0.362 1 9.64 1 0.01% 1 0.001 1 3.13 0.038 0 1 0 0 0 0 0 0 0.038 0.049 TRUE 0.026 581.13 586.49 OK -5.36 324 575.37 1 12 0.765 1 37.91 1 0.05% 1 0.017 1 2.819 0.031 0 1 0 0 0 0 0 0 0.031 0.04 FALSE 0.058 575.43 578.21 OK -2.78 PROJECT MVES DESIGNER: SAS CHECKED: CK DATE 5/20/2022 UNITS:NGLISH INLET z ti �¢ V w b W U a x >� UUU a 3 °�� C7 " a w [F��'14 .7 �' w_ o U 6� F x Wj �[� 3 Ll 3 3 3a m `n CL 6 o w a 0 [� U a �� v�'i C7 .] Z a d w A� [w� '� x >y UU z �, Sag Inlets Only N F4 x z F H CF7 W p G� m a c7 318 DI-3A 2.500 0.025 0.90 0.0225 Back/Lt. 0.00 RI 0.055 0.30 0.0165 Back/Lt. 0.039 4 0.156 0 0.0150 0.0208 1.336 2.000 1.49701 0.0833 4.00481 3.50 Back/Lt. 0.025 0.90 0.0225 Ahead/Rt. 0.055 0.30 0.0165 Ahead/Rt. 0.039 4 0.156 0 Ahead/Rt. 0.312 0.0150 2.5 0.312 0.948 0.166 0.333 0.498498 2.948 3.797 Weir Flow 320 DI-1 2.000 0.055 0.90 0.0495 Back/Lt. 0.00YRIGH1 0.005 0.30 0.0015 Back/IA. 0.051 4 0.204 0 Back/Lt. 0.055 0.90 0.0495 Ahead/Rt. 0.005 0.30 0.0015 Ahead/Rt. 0.051 4 0.204 0 Ahead/Rt. 0.408 0.0100 2.000 2 0.408 1.164 T > 8.0 ft 324 DI-3A 2.500 0.065 0.90 0.0585 Back/Lt. 0.00 RIGHT 0.059 4 0.236 0 0.0200 0.0208 1.478 2.000 1.35318 0.0833 4.00481 3.50 Back/Lt. 0.065 0.90 0.0585 Ahead/Rt. 0.059 4 0.236 0 Ahead/Rt. 0.472 0.0200 2.5 0.472 1.249 0.166 0.333 0.498498 3.249 5.005 Weir Flow o E A M o it N to Q C E vE .3 O a 3 V Cq � • � O N ♦ Z N 7 ♦ ♦ ` d M ra S x O ul LL J � > vri vi C rn O N _ �7 M a a � J o F- ,o r WZ Z �O�fn O z>>z 0- a�0LIJ Z E U aigwo (15 Lu >D-D-� o Z O I- DO (V (V O (V O (V LLI Q In O Y In Q � W !Y N of O m d N 6Y O c\\l (n Y Lr) In o Uj U In W Z Z Y LU U�� U � 2 Q � W In a 0 � 0 U mi I- RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 O� G C7 Lie. No. 04 204 507 - �1201 vJ z O J D U J Q U v) J O w O J M % Q ��zrI�� V F--- z C) w w LU Q J w Z n/ LULL tJJ H Z � \ 5 z_ Q O U zQ w N O O M Q �� /Y F- U U Z Lu O j Q a rr o SHEET C6.5 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 J H G F E D C B A .w? + CAD (0 o X M io op o W �m It 590 590 co 4:I11 EXIST. GRADE 585 585 580 Ah, 580 /p 8"X6" APPING wy SLEEVE AND VALVE TFR� CONNECT TO EXIST �c SWAT RLINE 575 575 570 570 v, 6 ro u') D�DZW �Z i0W0Z> F- O_P Z Z W 7 i� ;Oa +(0 � + m + m + m +FnQJOa. QoJ zXU U D i U u� p m WO co N N O U~W = N FW N OXI<X U W F- = F- } (o zW 0W z� wHOUw > z� > p p p z z z p Z 00 q Z 00 q Z 00 0 z 00 q z p N z 00 q z 00 q z 00 q z 00 q z 00 9 Z O U W W W m m m W co a W Co m NW NW N m NW 00 m nW Dom ^W M m _W m 00W m +It mW 00 m W N m + + + + + + + + + + + + + V V V V Q V Q N Q Q Q Q Q N Q N Q Q ~ ~ ~ ~ ~ r vri U) U) U)i 595 590 590 \ ' J 585 585 EXI T. GRAD E _ — PROP GRADE 580 PROP. STA 15" STRM 12+05.85 J / 580 — — — — — — 1.68' — 1' 1' 3.5' MIN. 575 575 PROP. 15" STRM [PROP. STA 18+06.66 15" STRM STA 12+52.44 570 570 565 565 a+rn in+nn iI+nn 11+rn 9+50 10+00 HORIZ SCALE: 1"=50' VERT SCALE: V=5 11+0U 12+00 13+00 14+UU 15+UO 16+00 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 17+00 2 STA 11+14.94 STA 10+00.00 TOP 586.94 TOP 587.46 INV IN 580.70 (C-D) 5q5 INV IN 577.97 (D-E) INV OUT 580.50 (D-E) 18+00 19+0U INV IN 582.80 (B-C) INV OUT 582.60 (C-D) 4TSTA 13+75.87 8OP85.76 INV IN 583.30 (A-B) INV OUT 583.10 (B-C) Sq.S EX. INV. IN=581.14' (N) 4" PVC EX. INV. IN=S .97' (NE) UNKNOWN EX. INV. IN=581.28' (E) 4" PVC EXIS. GRADE EX. INV. IN=S .55' (SE) 4-PVC 590 EX. INV. IN=58 .37' S 4"PVC 590 EX. INV. OUT 577.87' (LM 8" 1 IVC 585 585 1.12' 71 580 EXIST. 15" RCP T B-C 580 29.70' OF C-D 8" PVC 231.24' OF @ 1.01 % 8" PVC @ 0.82% BUILDINGCONNECTION 575 D-E 575 114.94' OF 8" PVC @ 2.20% 570 570 9+50 10+00 11+00 12+00 13+00 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 14+00 14+50 20 + 00 o E A M o it N to Q C E vE O �.3 a 3 V M W � • � O N ♦ Z N 7 ♦ ♦ ` d M a+ 7 • X O Vn Q LL J � In c rn 0 O N _ �7 M a a � J O F- ,o r LU z Z �O�(f) O z>>z 0- a�0LU Z E U (0 Lu 0 w >(L0— p V1 Z O H m N N O N O W Q U) O_ Y � Q w N of O m d N 6Y o Y (!j C) o Uj U LLJ Z � Z Lu Y Lu 9 � U � 2 Q � LLLI U) IQ a C) � 0 U Mj RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 Lie. No. 0402048507 — Id O U i Q zLU !^ W ¢ J J W Z 0LL �> 0 W � Q/ a_ z0 Lu J z Q w J O m Q D F- U (0 Z Lu O j Q a rr o SHEET C7.0 1 2 3 1 4 1 5 1 6 1 7 1 8 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 J H G F E D C B A _m s' n 7 O V N Mce) N U ... U o ON W vo �x� 0 W y0 M C �(] 00 N u0 0 N O M N 0 Lo 't O m00 m+��F co n1 oCO? ��vLomun• u 66¢a0 M��zO > O�u07ZZ ¢a- 0� N (nOZ Cm ���ZZ z>z> X�o-Z Z l0 m 7 Lo ^ C)U U O N o o o � CD C Lo •mVLo ��o O 00 W h� Oi Co m�� W m M LUi o 0; 0 F o00 Lo�Z =O �CNI M,Loz z 0 O N Z rnOZ N�oZ Z Z UL-M Lt:1..1 590 590 585 585 HGL 580 207 580 16.45' OF 1 8"HDPE @ 3.04% 205 201 575 57.80' OF 41.98' OF 575 15" RCP @ 4.84% @ 6.15% 203 25.22OF PROP. 6" DIP 15"RCP WATERLINE @ 3.57% 570 570 9+50 10+00 11+00 12+00 12+5 U 0 c 0 O O 00 p n u fn O un- 7 w O a a o Cn�Z O N O M I. - To Co '00 uni o� r'Z ¢ate wU)Pz 590 590 10 YR WSE 580.75 2 YR WSE 579.67 1 YR WSE 579.30 DRY POND BOTTOM = 578.00 PROVIDE STORMRAX TRASH RACK BY CONTECH OR APPROVED EQUAL. 585 585 580 580 n HGL 575 575 101 21.35' OF 15" RCP @ 3.09% TIE TWO EX. 15" PIPES TO NEW STRUCTURE MATCHING EX. INVERTS - SURROUNDING EFFECTIVE TOP OF POND AT 581.67' TIE PIPE TO EXISTING STRUCTURE AND PATCH HOLE FROM REMOVED PIPE O 0 ww00.� 00 m M4-� L6 00 00 F 00 0 'n Loz Z O OF Z Z Z ro a d V c '� O 0 0 O n w M 00 V n (n O Co u7 w u0 z ¢a- 0 U O- z 5Qn 585 585 580 580 DRY 10157 43.70' F 15" R P HGL 575 575 570 570 POND v Co 0 M CD CD Loci ¢0OO 0 n M + Lo p�wz O 66 FQn MrnPZ z fM 0) v V 0 ce)O Co Co06 o 't 06 uni + W'j F p �n Z O MUPz z ..,Qn EXIST. GRADE 585 LROP. 585 L 580 580 HGL 319 575 115 53' OF _/ 575 0.48% 32,31PROPOSED 14.32' O ETENTION 12"RC SYSTEM 570 570 565 565 p 9+50 10+00 11+00 9+50 10+00 11+00 9+50 10+00 11+00 STR 100 - STR EX102 STR 104 - STR 105 STR 318 - CMP #1 EX302 X STA 11+31.62 w TOP 581.71 Oo n (00 INV IN 573.97 (303) � O � INV IN 573.94 (EX309) o z INV IN 576.35 (EX307) co Q a - INV OUT 573.84 (EX301) w F OZ rFtRi _RFURi PROP. EXIST. GRA E RADE i 580 580 i 2' MIN. OVER WEIR WALL III \ 575 575 303 16. 2' OF \ 570 570 @ .80% EX301 ROPOSED HGL 27.19' OF D TENTION 15" RCP SYSTEMJ @ 0 77% 565 565 12+00 9+50 10+00 11+00 12+00 12+50 u') M n N o n ¢0N to M+00 DOun.)0 O ¢a> L&M-1 PROP. GRADE 580 580 EXIST. GRADE 575 575 PROPOSED HGL7325 DETENTION SYSTEM 570 F 570 12" RCP @ 0.50% 565 565 9+50 10+00 11+00 HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 STORM PIPE TABLE PIPE # DIA FROM - TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION 101 15" 100 - EX102 578.00 577.34 3.09% 21.35 LF 15 inch RCP 105 15" 104 - 106 579.88 578.60 2.93% 43.70 LF 15 inch RCP 201 15" 202 - EX200 579.00 576.42 6.15% 41.98 LF 15 inch RCP 203 15" 204 - 202 580.00 579.10 3.57% 25.22 LF 15 inch RCP 205 15" 206 - 204 582.90 580.10 4.84% 57.80 LF 15" DUCTILE IRON 207 8" 208 - 206 583.50 583.00 3.04% 16.45 LF 8" HDPE 209 15" 210-202 584.00 579.10 6.61% 74.10 LF 15" DUCTILE IRON 211 8" 212 - 210 584.40 584.10 1.55% 19.35 LF 8" HDPE 215 15" UGD6 - EX200 579.82 576.40 6.09% 56.21 LF 15 inch RCP 217 15" EX216 - UGD5 582.00 581.20 4.94% 16.19 LF 15 inch RCP 303 15" 304 - EX302 574.10 573.97 0.80% 16.12 LF 15 inch RCP 311 12" 310 - 312 580.40 580.30 1.04% 9.64 LF 12" HDPE 313 15" 312 - 316 580.30 579.90 0.54% 73.72 LF 15" HDPE 317 15" 316 - 318 579.85 579.35 0.52% 96.57 LF 15" HDPE 319 15" 318-320 579.35 578.80 0.48% 115.53 LF 15 inch RCP 323 12" 320 - UGD3 578.80 576.08 18.99% 14.32 LF 12 inch RCP 325 12" 324 - UGD2 574.27 574.08 0.50% 37.91 LF 12 inch RCP STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 100 579.44 1.62' ES-1 for 15 inch Pipe 104 585.73 5.88' MH-1 106 580.04 8.78' ES-1 for 15 inch Pipe 202 585.50 6.50' 30" Basin - Circular Grate 204 584.41 4.41' 30" Basin - Circular Grate 206 588.75 5.85' 12" Basin - Circular Grate 208 588.75 5.25' 12" Basin - Circular Grate 212 588.80 4.40' 15" Basin - Circular Grate 310 586.49 6.09' 12" Basin - Circular Grate 312 586.54 6.24' 15" Basin - Circular Grate 316 584.66 4.81' MH-2 318 584.09 4.74' DI-3A 320 584.45 5.65' DI-1 324 578.21 3.94' DI-3A NOTES: 1. PROVIDE WATER -TIGHT FITTING WHERE PIPES OF DISSIMILAR MATERIALS CONNECT M N M =o°CIJ �o0F ao�00 a> .IQn wUU))�z SQn 585 I 585 PROPOSED DETENTION SYSTEM 580 580 213 14.45' OF 18" RCP @ 0.83% 575 575 m 00 w 9+50 10+00 11+00 STR EX218 - UGD HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 cn N N v .w.. 0 0 0 m 00 2000N Lo ��0600 F �oLoZ 0 O X�O» 5Qn w cn � z z SQn 585 I 585 PRO OSED DIET NTION HGL SYS EM 580 580 575 575 570 570 SQ.S N m X O N EN W v x 5 L) _ O O v N W O M U � N V _O � � cc V O O 'o 2M��o Lo NQ Lo �,roz Lo ~ 0000 CO Lo z N¢a> z> O �o °Z 0 z>z> wU) z z O o�O>> SQS N U) H z z .iQ.i 590 590 \\ 585 585 PROPOSED \ DETENTION SYSTEM 580 580 HGL 2. 575 575 PROP. 6" DIP 215 WATERLINE 56.21' OF 15" RCP @ 6.09% 570 570 590 590 \� 585 585 580 HGL 580 209 7 74. 0' OF 575 1 "DIP 575 570 570 9+50 10+00 10+75 9+50 10+00 11+00 12+00 12+50 9+59 10+00 11+00 STR EX190 - CMP #3 CMP #3 - EX400 STR 210 - STR 202 HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 0 5 PROFILE SCALE o E A m o it N to Q C o O vE '3 a 3 L �'y V M W • � � O N • Z N 7 • ` y M • O Vln x ¢ LL J � Q4ll c rn O N _ �7 M a a � J o w wz Z �0 �(1) O z>>z 0- a�0L Z U (n Lu 0 w >(-D-U o V) Z O H m N N Co N w o Q U) O_ Y � cli 00 o m a N 6Y o N (n Y Lr) (!j o U) U W Z Z Y Lu C0 U Q W Cn � 2 a m � 0 U mi I- RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 Lie. 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I \ \ zz it I \ o It / , , / 1 / , / / // / ,' / / ,' / \ TMP 91-12C / D8. 3543,, PG. 110 OR 4425, PG. 325 PLAT, BLA -46_ Ell \ , \ // / I \ �\\�,\\ IIII/JI , 1 \ \ 1 I I I / ///�pCS// ///y��/ / .� - \•�\ \ � • `�` \ ` •\ \ • /l ` \ \� _--� __-� \\\\\\\\\S\\\\\ \ \ \ \ TMP 91-12B 7 .7 \ ` I I • ll \ \\ \ ': ` _ - - - _ _ _ _ `\` `� \` \\ S \\ ` \ \ \ ` \ \\ \ \ \ \ \ \ ` - , BEN FRAZIER & MARAGARET A. 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HILL AND DONNA M. HILL OR 1103, PG. 694 7 \F) bR (2) QUE PHE IMP 91-13 I � � COUNTY SCHOOL BOARD OF ALBEMARLE COUNTY, VIRGINIA • I I DB. 1033, PG. 313 m 1 I 0 \\ • yes — / 1 I I • ZONED: R1 I I ' I I • \/ Jj \I 1(2) NYS WILEX. 1151, OL MOWER' SEMENT [ \ \ �, i h • / / \\ \ \ \ N \ 1 d L °°� I / ti ,\ `__\ '\\ \\\ � � � III \ \ �x2z2\ \ I \ \ \ \ EX 20' WATERLINE O I I I \� I • \ \ \ EASEMENT PG. 751 ORACSA Z i — -- // 1 W y DB. T FF I —� I —----------------- _ \ \ w OB. 1096, 132 PG. 733 \ \ I I — — — — — — „ �rn $ 1 \ X22Z%X22 X216' I I 1 \ TN "; I I Ex. 20' SEWER EASEMENT I I ---- 11 I I I I FORACSA \ T _ \ 11 I I Z 1 I I I / OB. 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INSTALLED SIZE ROOT RUBBING, NARROW CROTCH ANGLES, GALVANIZED WIRE NYS WIL 2 NYSSA SYLVATICA'WILDFIRE' WILDFIRE TUPELO 3.5" CAL. B&B PRE -CONSTRUCTION WATER SPROUTS, OR ROSS- 3-2"X2" \ PLA OCC 7 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 3.5" CAL. B&B BRANCHES. HARDWOOD CONTRACTOR IS RESPONSIBLE FOR CONTACTING KENTUCKY 811 AT GALVANIZED WIRE GUY 12 GAUGE. STAKES / QUE PHE 9 QUERCUS PHELLOS WILLOW OAK 2.5" CAL. B&B 1.800.752.6007 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE ALLOW FORA SLIGHT AMOUNT OF QUE RUB 13 QUERCUS RUBRA RED OAK 3.5" CAL. B&B MOVEMENT LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. NOTE: FLOWERING TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO ONLY STAKE TREES WITH AME BBB 6 AMELANCHIER ARBOREA'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE SERVICEBERRY 6'-8' HT. B&B BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL LARGE CROWNS, 2" CER FOR 13 CERCIS CANADENSIS'FOREST PANSY' FOREST PANSY EASTERN REDBUD 6'-8' HT. B&B BE VERIFIED PRIOR TO BIDDING. CALIPER OR GREATER, IF $' 2"X2" HARDWOOD STAKE, COR PRI 5 CORNUS FLORIDA'CHEROKEE PRINCESS' CHEROKEE PRINCESS DOGWOOD 6'-8' HT. B&B � PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND LOCATED ON WINDY SITES, OR WHERE 2'-6"MIN BELOW SURFACE. COR RBR 3 CORNUS FLORIDA'RUBRA' RED FLOWERING DOGWOOD 6'-8' HT. B&B VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND TAMPERING MAY OCCUR. l STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK MAG JIM 2 MAGNOLIA VIRGINIANA'JIM WILSON' TM MOONGLOW SWEETBAY MAGNOLIA 6'-8' HT. B&B INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND AND OUTSIDE OF ROOTBALL REMOVE TAGS, LABELS, AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY PLASTIC SLEEVING. DO NOT 2-3" MULCH LAYER TO EDGE SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT STAKE UNLESS SPECIFIED (SEE OF DRIPLINE. KEEP 4-6" ILE DEN 39 ILEX GLABRA'DENSA' INKBERRY HOLLY 24" HT./SPRD. CONTAINER 48" o.c. PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT, NOTE) DO NOT WRAP TRUNK AWAY FROM TRUNKFLARE ILE VER 2 ILEX VERTICILLATA'JIM DANDY' JIM DANDY WINTERBERRY 24" HT./SPRD. CONTAINER 36" o.c. TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. IF FIELD GROWN, CUT AWAY ALL SET ROOTBALL FLUSH TO GRADE PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP % OF BALL. IF OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER ILE RED 12 ILEX VERTICILLATA'RED SPRITE' RED SPRITE WINTERBERRY 24" HT./SPRD. CONTAINER 36" o.c. AND CONTRACT SPECIFICATIONS. CONTAINER GROWN, REMOVE THE TOP OF THE ROOTBALL WITH PLANT QUANTITIES ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TO BIDDING SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER CONTAINER AND CUT CIRCLING ROOTS SOIL. ROOTFLARE SHALL BE VISIBLE AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED PRUNE SUCKERS ABOVE FINISHED GRADE 6" SAUCER PER TEST RESULTS TO ENSURE PLANT HEALTH. 1:1 SLOPE OF SIDES OF 1" COMPOST LAYER CONSTRUCTION/INSTALLATION PLANTING HOLE BACKFILL PLANTING PIT WITH SCARIFY SIDES BEFORE PLANTING NATIVE SOIL. INCORPORATE 2x SLOW -RELEASE GRANULAR LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS TAMP SOIL AROUND ROOTBALL BASE ROOTBALL FERTILIZER AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY FIRMLY WITH FOOT PRESSURE SO DIAMETER PLACE ROOTBALL ON UNEXCAVATED County of Albemarle LANDSCAPING ALONG THE FRONTAGE OF E.C. STREETS THATWITH ROOTBALL DOES NOT SHIFT �~~� OR TAMPED SOIL Conservation Plan Checklist— To be placed on Landscape Plans CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT DECIDUOUS TREE PLANTING DETAIL (Handbook pp III-2S4-111-297for complete specifications) * per Albemarle County ARB DESIGN GUIDELINES CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" 1. The followine items shall be shown on the plan: �, LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND NTs ❑ Trees to be saved; STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING ❑ Limits of clearing (outside dripline of trees to be saved); THE DESIGNATION OF BOTANICAL AND COMMON NAME. ❑ Location type STATE ROUTE 719LF 1 LG TREE PER 35 LF WITH INTERSPERSED 573/35=16.4 20LARGE TREES 17 LARGE TREES* �' INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITSANDPARKING Gradechand esrequfprotreewlsofencing; ❑ Grade changes requiring tree wells or walls; ❑ 742/AVONSTREET FLOWERING TREES 23 FLOWERING TREES AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT Proposedtrenchingortunne]ingbeyondthelimitsofclearing. THE EXISTING TREES TO REMAIN ACCOUNT FOR THE ADDITIONAL TREES NEEDED INTERFERE WITH SIGHT DISTANCES. 2. Markings: TO FULFILL THE REQUIEMENT CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL ❑ NoAll radingshallbeees to be inuntishall ehetre markinrinasbt or eenonpecteat a dandappght rovely d bletoequipmenectorators. ❑ No grading shall begin until the tree marking has been inspected and approved by a County Inspector. DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE DO NOT PRUNE TERMINAL PLAN VIEW ROOT BALL 12 GAUGE \ LANDSCAPING O F PARKING AREAS BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS LEADER OR BRANCH TIPS 3. Pre -Construction Conference: * per Albemarle County ARB DESIGN GUIDELINES WHICH AFFECTS THE GUARANTEE. NEW 1/2" RUBBER HOSE GALVANIZED WIRE ❑ Tree preservation and protection measures shall be reviewed with the contractor on site. 3-2"X2" 12 GAUGE GALVANIZED WIRE HARDWOOD 4. Equipment Operation and Storage: REQUIREMENT PARKING LOT SPACES CALCULATIONS REQUIRED PROVIDED INSPECTIONS/GUARANTEE ALLOW FOR SLIGHT STAKES ' ❑ Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees MOVEMENT \ to be saved. 1 LG. SHADE TREE PER 10 52 PARKING SPACES 51/10 = 5.1 6 LG. SHADE TREE 8 LARGE SHADE TREES � UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE 3 2X2 HARDWOOD STAKES, 1 2'-6" MIN BELOW SURFACE. / s. Soil Erosion and star Detention Devices: PARKING SPACES CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILLersely STAKE SHALL BE DRIVEN A ❑ Such devices shall not adversely affect trees to be saved. NOTE: VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD MIN. 18" OUT FROM TRUNK PRUNE BROKEN 6. Fires: -WHERE A PARKING AREA IS LOCATED SO THAT PARKED CARS ARE VISIBLE FROM AN OFF -SITE STREET, SHRUBS ARE TO PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A AND OUTSIDE OF ROOTBALL BRANCHES ❑ Fires are not permitted within 100 feet of the dripline of trees to be saved. BE INSTALLED AT A MINIMUM HEIGHT OF 12". FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. REMOVE TAGS, LABELS AND 2-3" MULCH LAYER TO -ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE PLASTIC SLEEVING DO NOT EDGE OF DRIPLINE. KEEP 7. Toxic Materials: THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE WRAP TRUNK 4-6" AWAY FROM TRUNK ❑ Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. OVERALL HEALTH OF THE PLANT. FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS SET ROOTBALL FLUSH TO FLARE 8. Protective Fencing: INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS GRADE OR 1-2" HIGHER IN IF FIELD GROWN CUT ❑ Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. LANDSCAPING OF INTERIOR ROADS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY SLOWLY DRAINING SOILS. DO AWAY ALL BALLING ROPES. ❑ Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND NOT COVER THE TOP OF THE REMOVE BURLAP OR WIRE per Albemarle Count ARB DESIGN GUIDELINES p Y THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE BASKET FROM OF 9. Tree Wells: ❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail CONTRACTOR. VISIBLE ABOVE FINISHED BALL. IF CONTAINER CONTAINER GROWN, REMOVE submitted for approval. REQUIREMENT LF OF ROAD CALCULATIONS REQUIRED PROVIDED PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR GRADE CONTAINER AND CUT COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT PRUNE SUCKERS CIRCLING ROOTS 10. Tree Walls: ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail 1 LG. SHADE TREE PER 40 LF 84 84/40 = 2.1 3 LG. SHADE TREE 6 LARGE SHADE TREES OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE 6" SAUCER BACKFILL PLANTING PIT submitted for approval. CERTIFICATE OF OCCUPANCY. 1" COMPOST LAYER WITH NATIVE SOIL. INCORPORATE 11. Trenching and Tunneling: REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. 1:1 SLOPE ON SIDES OF -�-t,x til,,i°.3'� SLOW -RELEASE ❑ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling PLANTING HOLE GRANULAR FERTILIZER under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. GENERAL NOTES AND DETAILS SCARIFY SIDES BEFORE TAMP SOIL AROUND 12. Cleanup: PLANTING 3 x ROOTBALL BASE FIRMLY ❑ Protective fencing shall be the last items removed during the final cleanup. NTS PLACE ROOTBALL ON ROOTBALL WITH FOOT PRESSURE SO UNEXCAVATED OR TAMPED DIAMETER THAT ROOTBALL DOES 13. Damaged Trees: SOIL NOT ❑ Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. M U LT I -STEM TREE PLANTING DETAIL NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. NTS OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/l/06 Page 1 of 1 INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR 1-2" ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL REMOVE ALL STRING, — WIRE, AND BURLAP FROM TOP % OF BALL B&B BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER SCARIFY BOTTOM AND SIDES OF PIT 3 SHRUB PLANTING DETAIL NTS REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING — 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK —1" COMPOST LAYER — PROVIDE MULCH UP AND OVER SAUCER CONTAINER �— 6" SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS Mo E ch O N U Q C >E O _a3E '3 V N 0 3 U M m • • O N 0 ♦ Z N� ♦ N M • O na v� C N w o > u, C Ol O N � va M a� � J O W l0 ~ wU) z ~O} U) (!) H U) Z O 0 Z­_ ZQw00LLu H I-ZU2 — C) tnQWO W >aa0 0 fn Z O m (V (V 0 04 04 O w Q U) to Y _O In Q 2 W 0Y Y tC1l rn N m Y m Y o y H 0 2 w w W Z 0 Z O�� y C) Q � W In � 2 0 d 0� 0 C) I— RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 W J J Q O O LU U W } Z Q Z CO w LU 2 I— Lu O Z 0 7 L >w > LU Lu >Z Q z OLu Lu /UO z O LU co�a J C) w (D Z O Q Ir d 0 SHEET L2.0 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 3 4 5 I 7 I I 10 11 12 J H G F E D C A _ 1 I — — — — — — — — — — — — — — — — �aA I �Y / I / SCAkE 1 "=4[ - i / 0 ,o' 80- II I 1 \ I I 1 1 II a III / I I 1 \ \ \ \ \ \ \ \ ) DOMINION CRANE & RIGGING, INC. EO 1237, PG. 594 \ 1► I \ \\I ` \ \ \ \ \ \ i9� \ \ \ \ \ \ \ \ \ \ \ \ \ � \ ZONED: LIGHT INDUSTRY \ 1 �605, I -=--- TMP 91-12 - / / �•\ \ \ \ \ _ \ \ \ _ —_-- _ - - / _ _ \ ALBEMARLE HEALTHCARE CENTER, LLC �� / DB. 4132, PG. 347 1 / _ _ - - _ - - - - __ - - - _ _ - - _- _ _ _- ' / l \ ZONED., PLANNED DEVELOPMENT -_- -_- -_ - = MIXED COMMERCIAL NOW W7— mine \ \\ �9�.-- Q ::-SHEET L3.2 - CQ R�\TIYAR_D FROM NEW CLASSROOM ADDITION _-- I \ /l 11 i ro \\ o ct �I `\\ \ //l' //' / ' // / IIII/'// \ TMP91-12C 1 \ I I \ GALALLC � OB. 3643,3, PG. 110 IB. 4425. PG. 325 (PLAT BLA) SHEET ,L 3, /-.,NORTH , I�DE OF\�REAR EXTERIOR AREA cog : !w\ \\\\\ '..�\\\�� ^� \\ \= -�- ����� \��\ \\ \\\\`ss\\ \ \\ !\\\ \\ \` \\ \ ' TMP 91-12B S H E ET L3.1 -MAIN ENTRY '� :` -_ _ _ \ ;,�;; \\ ` ;; , -' . MARABEN GARERTA/FRRAZIER \\ \\\ \\. AND_ CAFETERIA ADDITION = _ _ __ ' �';�� X=- -_y- == ' \\\ \ \\ OB 521, PG. 518 \ \ I - _ �� 2_X216, II �1 I III 11 \ ll \ \ \\ \\\\�\\\ \\ \\\ \\\ \\\ \ \\Lh1111 AV / `ruq `ten I I Q _ 11 It // I i I I I \ /I \\ \ \\\ \\\\\\\\\\\\111� ll IIII \\L 1\1\Il\I \pq``\\ \\ \ '� \ \ X22 / IIIf `-- \/ IIllllllllllll Illlllll'1111111!'lll I I z` I \\ 1■ I 11 4 IIliI ,1 ,1 1 111 IIIIi11L1 •I /„ . . " . III \I � �°j� � � � I / III I' / \ \ 111 \ 11 -- W----- II 0� II III I I I / \ illllllllllll,,,IIIIIIIIII,II,l,lljllii 11;IIIIrIr \\�` \"\ \\\ / II I II I I I I I \\ \ / Y/ I I I I I I I I I I I I I I If I I \ \\ \� ^\ fill /IIII/I',I ,IIIIIIII IIIII III N UO / 1 ` I I I I. I/yhill IIII '' II ,II III111111 IIIII, • � / I I 1 I / ' --- I I IIIIII' l I I' ' Ill III I IIII / I I IIII /fill I I I I I , , I I I 1 11 I I \ , \ \ \ \ \ \ _ \ \ TMP 91-1 / \ I \I 1 / I I I I I / I I I I I I \ \\ _ DANNYB.THO � 11 I I I I I I I I II \ I I \ \ Z\\ \ \ \ LL I 11 1 I ' I I I 11 1 I I I I I I II 1 I I \\ \ \` \ \`\ \ WB. 178, PG l l 1 I I l l I \ \ \ lull I,III1111"'llll,l,lj 11 \\ IIII i,( I I,,,I,,Illljlll'II;III;;I 1II Z I \ III I I I I I I 1 I II I \ _ I ' II�• ,1'I,I 1111'.Sa' � i I ^., .' , I IIII / I � I 11 I - 1 I111 I 11 1 > \ / fill I I 1 1 I l \ \ \ \\ \ \ < \ \ \\ \ 1 \ \\�\ • I �—I I I I \\ \ I I I I I I ll I II \ I e 1 I Ill / I / I \ \\ \ \\ \ \ \\\ l 11 1, I l; , Il / 11 \ I I ' , III / I \ N, � IlII,III,IIII,II I1, I „ l , 1 ' I \ \\\\/�`\ 111lI I ,I II I I 1 I I 1 ( I 1 I I I 1 I f\ \ \ IllllllIlll' ,fll I I , ,I O tjrl I`• `\\ \i11\ 1 \` I I ( T. I / S ' / I I I / I ; 1;11\I1,I�All1�.I i llu / /1 I , l�' / IIIII/ • \` \`\ \ \\ ` \`\ 1 I rI J 1 I' 11,,, 1q� 1,, I 1 1 ,, I Q ICI � I III L \ I` I \ I\ I' 1 11 I . - _ / I I I ` \ a rl_ III III • \I \ ,✓_� \LPN - / , II , , SHEET L3.5 - NEW PARENT,TURNAROIJND AREA I I I i I --t I . l/I l 11 / IIII I' I� 1 \ _ _ _ ./ fill I I III '/ 1 ' II ' 1 7�I 115 I I I 1 Ihl I I ` / / a I • `¢,r' cr / - - - --- / III 1 111 I / l -�-- ��I � ' 1 ! 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II ■ I II ■ I I 1 ° ' II I a II , I ■ Z ■ I I ■, I , I I ■ I I 00, 24102000, II I I ,,I■ I I , ,I ■ I I / II ■ I I I ■ I �� Q I II ■ � I , I I ■ z , I I I I I I I I i o E mo N U Q O E O a3 E oc �.3 w 0 3 m � s� U M OJ • • O N 0 ♦ Z N� • Y M .0 (� Q N � C N N O Ul Q Ui C Ol O N N � M d � � J O W l0 ~ wU) z H0} U��� ZO 0 z I- ZLUDZ H 0- d0� OU Lu Z FE U U) Q W O W >aaU 0 U) Z O Co (V (V O 04 04 O L1 LQ U) L' Y _o U) Q W Y N O rn N m Y CO Y o Y H 0 W 0 LU LU W Z0Z 90 .Y Q � W U) � 2 0 d 0� 0 U I— RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 IA' J 0 0 U ZQ >_ J a � z W 2 Q wZ U w0 U) w> Q > 0 2 zo aw J ~� Q w �LU Q o U W Z a o SHEET L3.1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 J H G F E D C B A LL I I I I I I I I I I I I I I I Z� I I I I I h09 ' < -JX\ ---- I p a I I I I Q , / , , / ' p 4 MAE , - _ 1 4 --' Z D Q I / \ U)00, qJ , / x I I I 4 < / PLAY EQUIPMENT \ i (MULCH AREA) Se� 4 (2-3) 1 \ Z \ I h 1 1 ,l I \ I -' I Co Co / i I I I I 30.25' 4 SPN I , , , I I I � �I I' MULTI -PURPOSE I `' SPN SPORTS COURT - / I < I 1 I I ® o / I N \1 / --/-. -,,' -/ ---, --------.-.--�-.-.--.-.-a-/ .-./- -- blob 4 4PLAY EQUIPMENT FUN COURT (FENCED MULCH 844FENCED HARD AREA)SPACE SURFACE) PK-1 (PK-1) 4 MULTI -PURPOSE SPORTS COURT x \SAN/ ----- X—X—� --- rSAN , - - - - ---------- - - - - 4 j AN W I III I I '� I IvI, I AN I // AA -- - - - CP 584 / ' I I I IIpI I � I I- 1 I -I ,\ I I I' 'I / / Qj - ----' I I ' SCALE 1/8"=1'0" KEY PLAN / o E o ILrn N c 311 > > E a E O v 3 0 3 m � s UM OJ U ♦ • O N 0 ♦ Z ♦ w M ♦ • V 7 X O f) Q N � O V C N N O u Q C Ol O N � va M d � � J O W l0 ~ wU) z ~0} UrlU) z 0 z I- Z w D Z _o H d 0 OU 2 Z � U U)Qw0 w >aaU 0 U) z 0 Co N N O N O w Q U) L0 Y � o N Y N m Y CO Y o Y H 0 2 w Lu W Z 0 Z (D��: y U U) � Lu Q � w 2 0 d 0� 0 U RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 t J 0 0 U ZQ >_ J Q W LLJ Cz G wZ U w0 CO > p LLJ Q z z0 Q w J ~ Q Co LU Q 0 U w Z ry a 0 SHEET L3.2 1 tinq island 3 3 0 5 I 7 I 0 10 11 1 12 1 2 3 4 5 I 7 I I 10 11 12 J H G F E D C A 4\ / A If If I N I \ / / A. ':\:_.;'t't'-__' - - - - IF __________ __ _____________________ ________________ ______________ ______________________________________________________ 1 1 \ \ \ I I - - - \ I I 1 I I 1 I 1 1 1 \ I I ---- `EX21¢I I �X223\ --- I,FJC221' --- j j Q I I � � I � 1 11 1 / ♦ \ if I j l / I 1 1 1 \ 1 ♦If/ \ \ I Z \ CO I I / I I I I I \ \ \ I I U) I I � I I I I I LU O I 11 I I LL LL 0 fJ, LLJ U)LL LLJ LLJ i D Z Q J Q J OPEN PLAY FIEL � � , \ TDQ Q Q ; / BE RESURFACE UjLLJ II! �� ,--� Iz(D��� NEW GRASS, TO J w Q ^ � Co Q I AND FILTER FA I I � LL J I ` , U) I I I I w I I I I I I Z I I I I I I Q ° Z\ I I I I I I , 4 < `, I I I I I I 1 1 1 1 / ' r \ If Q I / 14 If I I I I \. Q GLQ1 I j 58040'— x I I \ 1 I I SCALE 1/8"_1'0" PLAY EQUIPMENT a 8 16' (MULCH AREA) I I I o E mo N Q -0 O a3 E N 0 3 m � s -+ U M OJ ♦ • O N O ♦ Z N� • Y M • 7 X O (r) Q N O V C N N �O 7 N lfl C Ol O N M d � � J O W l0 ~ wU) z ~O} U rl U z O 0 zf-- Z W D Z d d0� OU Lu Z FE U U) Q W O W >aa0 0 U) Z O H Co N N O N 04 O W Q U) Y _O U) > 2 0� C14 cc) Y N rn N o m Y CO Y Y H 0 W 0 W W Z 0 Z O�� y U 0 d o�0 U H Sr' RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 J 0 C) Z LLJ z W Q wZ U J w CO �' � 0 LU Q > z z0 J J Q W Co LU C G Q 0 U W Z ry d 0 SHEET L3.3 E C r ■o- NO 1 3 3 0 5 I 7 I 0 10 11 12 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 J H G F E D C B A 701 \ \ \ I ,- I , i I \ I \ I \ 1 \ I \ I \ I \ I \ 1 \ 1 1 — _ \ \ 1�T,, ;77 4 4 4 A 1K'n A■ �� � �i lll. / L.iil \ I lii� �Clii ]Mig �I �'=1�1����111►/1 11111° � I 1 I 1 1 1 1 I 1 I I � i I I \ � I 1 � 1 ` I \ � I \ \ II I \ \ I I \ \ \ I I \ \ I 1 \ \ \ I 1 \ \ I I \ � I \ \ 1 I \ 1 \ 1 11 I \ \ 1 1 � \ 1 \ \ 1 11 1 1 \ \ \ \ 1 1 \ 1 \ \ 1 \ 1 \ \ 1 1 \ I 1 1 \ \ I \ , 1 \ \ 1 I 1 3 1 \ \ 1 1 1 \ 1 1 \ 1 , 1 1 1 1 1 , 1 1 1 1 � , \ 1 , 1 1 1 \ 1 \ \ 11 1 \ \\ \ 1 1 1 \ 1 \ \ 1 1 \ 1 1 \ 1 1 1 , 1 1 1 I 1 1 1 , I 1 1 1 I \ SCALE 1/4"J1'0" 1 I \ 1 \ � i I I \ � I 1 � 1 ` I \ � I \ \ II I \ \ I I \ \ \ I I \ \ I 1 \ \ \ I 1 \ \ I I \ � I \ \ 1 I \ 1 \ 1 11 I \ \ 1 1 � \ 1 \ \ 1 11 1 1 \ \ \ \ 1 1 \ 1 \ \ 1 \ 1 \ \ 1 1 \ I 1 1 \ \ I \ , 1 \ \ 1 I 1 3 1 \ \ 1 1 1 \ 1 1 \ 1 , 1 1 1 1 1 , 1 1 1 1 � , \ 1 , 1 1 1 \ 1 \ \ 11 1 \ \\ \ 1 1 1 \ 1 \ \ 1 1 \ 1 1 \ 1 1 1 , 1 1 1 I 1 1 1 , I 1 1 1 I \ SCALE 1/4"J1'0" 1 I \ 1 \ o E m O N U Q C >E O _al E N 0 3 m � L M M OJ ♦ • O N O ♦ Z N� ♦ N M • 7 X O Lf, a v� � v C N N O 7 N In C Ol R N vM M d � � J O W WU Z ~O} U rl U Z O ojz�- Q W 0p P: d W -zv2 U U Q W O W >aaU 0 (n z O H m N N O N O W Q U) LO Y _o _U C14 O cc) � > N o rn Y N o m Y CO Y Y H 0 W 0 W LU W Z 0 Z C0 y U Q W � 2 RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 J O O c) Z cn Q >- J � Q w Z W Q wa U J w� Z CO > 0 Q z zo aW J ~� Q om w �a 0 U W Z O Q a o SHEET L3.3 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 J H G F E D C B A / / / / / , / / / / , / / / , , / , , / / / , 1K'n rM Cs:�t,:y'^� A■ Il �f �I �'=1�1����111►11 4 11111° � W W W I i 1 , / I 1 / I 1 ' / I I � 1 111 111 II ;I If 1 I 1 11 I I I 1 1 I I I I I I / • 1 / I I I 1 1 1 , I 1 / I If \ I 1 x I 1 I / I I If If I I a I l II j / I I I/ I • / X / I I I I I ,� I I I I I , 1 , I , I _--------------------- ' I ' I I I I ' I I I / I ' 1 I I , I , I , I / / I / it • x / / / / // II I AI // i II #40 14 / / I x , / x / x It It 1 / X" X _ - -- SCALE 1/4"=1'0" ------- X- _ __ _ ---------------------- - - - - -- x —X— _ - /¢ /' /' // 0 4' 8 -- -- -------- ---- -- ------ -_ _.,—X�--x— �X� of m O N U Q C >E a3E O N 0 3 m � L M M OJ ♦ • O N O ♦ Z N� ♦ N M • 7 x O �a v� � v C N N O 7 N lfl C Ol O N � v� M d � � J O W WU Z ~O} U i-I U Z O 0 zf-- Q W W P: d 0 azv� U U Q W O W >aaU 0 (n z O co N N O N 04 O W Q U) Y _O U Q W C14 O cc) � > N o o> Y LO N m Y CO Y o Y H 0 2 W 0 W Lu W Z 0 Z O�� y U Q � W U) � 2 0 d 0� 0 U RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 J O c) z cn Q w z w Q wZ U w0 CO w5 Q > 0 2 z 0 J J Q w co LU �a 0 w z 0 Q dry SHEET L3.5 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 J H G F E D C B A of m O N U Q C >E O a3 '3 I� w N 0 3 m M s -+ UM OJ ♦ • O N O ♦ Z N� ♦ N M ♦ • V 7 X O f) Q N � O V C N �A J Q C Ol O N N M v M d � � J O W l0 ~ LU U) Z ~O} U rl U) z 0>Z� LUO w _O H Q dZU2 U U Q W O W >aaU 0 U) Z O H m N N O N O N U1 Q U) Y _O U Q W N O aO � > N o 0> Y LO N m Y CO Y o Y H 0 0 2 LULU LU LU Z 0 Z O�� y U Q � W U7 � 2 0 d 0� 0 U I— RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 ,�ptirlq,�� U) J J Q 0 0 LU U L7 >- Z Q Q z CO w LU 2 wa O w0 z Z > LU LLJ �z Q z OLU J /UO z< O LU �a J U W cD Z O Q ry d 0 SHEET L4.0 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 J H G F E D C B A c /x FOUNDERS PAGE PIPE LEGEND NEW PIPE EXISTING PIPE of mo N � Q C >E C a3E '3 w N 0 3 m � s -+ U M • • O N O • Z N • N M O X O f) Q N � O V C N �A J Q Ui C Ol O N N M v M d � � J O W l0 ~ w U) z ~O} U i-I U) z 0>z- Q w O w _O H dZU2 U U)QWO W >aaU 0 07 z O H m N N O N O N U1 Q U) Y _O U) Q W N DO N 'qT O V N 0) O N 2 j (n i Uj O = m H 0 U WLu z z Y U_ Lu O U) Q w Q 0� W 0 2 0 0- 0 0 U I- RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 TH OF � BRUCE W. STRICKIMD JR.'Z Uc. No. 056612 5F20�2022 l �SSIONAL� O Q CO CO J Q Z J Q o o U _ = U J Q Z w = w a JZ w 0 W � CO LLJ �z D CO z OLu I1/ -j W z a W m Q Co G Q U W z O Q d 0 SHEET W1.0 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 J H G F E D C B A DESIGN CRITERIA • FLOW INFORMATION WAS OBTAINED FROM A SIMULTANEOUS FLOW TEST PERFORMED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) ON 2/18/2022. TEST LOCATION A IS THE EXISTING HYDRANT (ACSA HYDRANT #11134) LOCATED IN THE PARKING AREA ON THE NORTHWEST SIDE OF THE EXISTING MOUNTAIN VIEW ELEMENTARY SCHOOL. TEST LOCATION B IS THE EXISTING HYDRANT (ACSA HYDRANT #12685) LOCATED ALONG FOUNDERS PLACE ADJACENT TO THE NORTHEAST CORNER OF THE EXISTING ALBEMARLE HEALTH & REHABILITATION CENTER. THE AVAILABLE FLOW CURVES ARE SHOWN ON THIS SHEET. • SYSTEM FLOW IS REPRESENTED AT H-5 (TEST LOCATION A) AND H-1 (TEST LOCATION B) IN THE INCLUDED WATER MODEL LAYOUT. • THIS WATER MODEL WAS PERFORMED TO EVALUATE AVAILABLE PRESSURE AND FLOW BASED ON THE INCLUDED WATER MODEL LAYOUT AND FLOW DEMAND CRITERIA. • ALL WATERLINES WERE MODELED WITH A HAZEN-WILLIAMS ROUGHNESS COEFFICIENT OF 120. • THE WATER MODEL LAYOUT IS BASED ON INFORMATION (SURVEY, GRADING AND SITE LAYOUT) PROVIDED BY TIMMONS GROUP. •• INFORMATION OUTSIDE OF SURVEYED AREA IS BASED ON ACSA GIS. • PRESSURE LOSSES FOR THE EXISTING METER AND ANY BACKFLOW PREVENTION WERE NOT INCLUDED IN THIS ANALYSIS AND MUST BE ACCOUNTED FOR BY OTHERS. • THE MAINTAIN OEBASED 0FOLLOWING: A MINIMUM RESIDUAL PRESSURE EOF 25 PSI FOR THE AVERAGE •• MAA ERAGE DAILY AND MAXIMUM DAILY DEMAND •• MAINTAIN A MINIMUM RESIDUAL PRESSURE OF 20 PSI FOR THE PEAK HOURLY DEMAND SCENARIO AND ALL FIRE FLOW SCENARIOS. FLOW DEMAND CRITERIA • PEAK HOURLY DEMAND: •• NEW ADDITION = 65 GPM AT J-3 ••• PEAK HOURLY DEMAND WAS PROVIDED BY SIMMONS, ROCKECHARLIE, & PRINCE, INC. • AVERAGE DAILY DEMAND = PEAK HOURLY DEMAND / 2.75 • MAXIMUM DAILY DEMAND = AVERAGE DAILY DEMAND X 1.75 • IT IS ASSUMED THE DEMAND FOR THE EXISTING SCHOOL WAS ACCOUNTED FOR IN THE FLOW TEST RESULTS. AS SUCH, THE DEMAND FOR THE EXISTING SCHOOL WAS NOT INCLUDED IN THIS ANALYSIS. • SPRINKLER DEMAND = 300 GPM AT J-3 •• SPRINKLER DEMAND IS BASED ON EXISTING FIRE PUMP FLOW RATING AND WAS PROVIDED BY SIMMONS, ROCKECHARLIE, & PRINCE, INC. • READ MIS BASED W DEMAND = 2,000 GPM •• D ON VIRGINIA STATEWIDE FIRE PREVENTION CODE, APPENDIX B, TABLE B105.1(2) AND •• HYDRANTS SELECTED BASED ON LOWEST AVAILABLE FLOW IN AVAILABLE FIRE FLOW TABLE SHOWN ON THISSHEET. ••• H-4 = 1,000 GPM ••• H-6 = 1,000 GPM CONCLUSION • BASED ON THE INFORMATION PROVIDED THE PROPOSED SYSTEM IS ADEQUATE TO MEET THE MINIMUM RESIDUAL PRESSURE REQUIREMENTS WHILE PROVIDING THE REQUIRED FLOWS FOR THE DOMESTIC AND FIRE SCENARIOS. • MEP SHALL REVIEW RESIDUAL PRESSURE RESULTS FOR DOMESTIC SCENARIOS AND DETERMINE ANY NECESSARY PROVISIONS FOR THE DOMESTIC PLUMBING SYSTEM INTERNAL TO THE BUILDING. • MEP OR FIRE PROTECTION ENGINEER SHALL REVIEW RESIDUAL PRESSURE RESULTS FOR SPRINKLER SCENARIO AND DETERMINE ANY NECESSARY PROVISIONS FOR THE SPRINKLER SYSTEM INTERNAL TO THE BUILDING. • IT IS ASSUMED THAT THE OFF -SITE WATER SYSTEM HAS ADEQUATE OPERATIONAL AND PERMIT CAPACITY. • THE RESULTS PRESENTED ARE BASED UPON INFORMATION GATHERED AT THE TIME OF THIS ANALYSIS. THE VARIABILITY OF THE WATER SYSTEM DUE TO CHANGES IN USAGE, DEMAND, OPERATING CONDITIONS, AND LAYOUT PRECLUDES GUARANTEE THAT EXPECTATIONS REGARDING AVAILABLE PRESSURES AND FLOWS WILL BE EXACTING. • THIS HYDRAULIC ANALYSIS DOES NOT MAKE ANY STATEMENTS REGARDING THE ABILITY TO MEET ANY FIRE CODES, STANDARDS, OR REGULATIONS. THESE RESULTS MAY BE USED BY OTHERS TO DETERMINE THE ADEQUACY OF THE SYSTEM TO MEET FIRE SAFETY REQUIREMENTS. AVAILABLE FLOW CURVE Available Flow Curve Simultaneous Test Location A-ACSA Hydrant 11134 30 25 fifiss 20 g 115 10 5 0 0 200 400 600 800 1,000 1,200 1,400 1,600 1,800 2,000 FlOW (OPgI) HYDRANT FLOW TEST Tart Date: 2/I8/2022 Test Time: 10:19 a.m. Observed Static Pressure: 26.2 PSI \ \ \ e: 29 PSI Observed Residual Pressurwas \ \ Observed Flow: 713 GPM sisss Observed Flow - -Projected Flow DISCLAIMER: The flow test results are based upon information gathered at the time the test was performed. The variability of the water system due to changes in usage, demand and operating conditions precludes guarantee that expectations regarding available pressures and flows will be exacting. Projected flow beyond the observed flow is only an estimation. A mafle(ounty Service Auth.rity Hydrant Flow Date of Report 2/18/2022 5erring•Conservirrj `��� Test Report 16e shoal Road Charlottesville. VA 2 s911 1'11192]J511 Location CALE ELEMENTARY SCHOOL J Pressure Zone (URBAN RING Date and Time of Test L2/18/2022 10:19:00 AM Minutes of Flow F2 Pipe Size (Inches) 10 Pressure Hydrant 11134 Static Pressure (psi) 26.2 Residual Pressure (psi) 25 ❑ Q20 Looped ❑ Ct20 Multiple Inline Hydrants ®Q20 Single Flow Sprinkler Test Single Flow Flow Hydrant #1 11136 Pitot Pressure #1 (psi) 18.7 Yellow 1 ® Test Flow 1 713 Flow Hydrant #2 7 Pitot Pressure #2 (psi) Yellow 2 ❑ Test Flow 2 �� Flow Hydrant #3 Pitot Pressure #3 (psi) Yellow 3 ❑ Test Flow 3 Total Estimated Flow (gpm) 713 AWWA Q20 Calculation (gpm) (No value in Q20 indicates insufficient pressure drop for Q20 OR a sale spdnidertel Comments Dual flow test. 11136 and 12686 were opened simultaneously. For method of nlalmng pRo[aow with a red Pollard stillsee eq. U, WabtlaM wresarme 19901ournaI Management and Operations AWWA, Por,ellow RallaN diffusers, a bestatehird ardrlprymmhl "usual oFthe Palla.d flow vs. picot prefiuregaoge is used. Estimated Consumption (gal) 1426 For use for water audit Signature of Tester: A AVAILABLE FLOW CURVE Available Flow Curve Simultaneous Test Location B - ACSA Hydrant 12685 40 35 sal 30 sass. 25 g 8 120 15 10 5 0 0 500 1.000 1,500 2,000 2,500 3,000 Flow(OPg� HYDRANT FLOW TEST Test Date: 2/16/2022 Test Time: 30:19 a.m. Obserfifififi ved Static Pressure: 38.3 PSI Obersed Residual Pressure: 35.9 P91 Observed Flow: 831 GPM � \ Observed Flow -Projected Flow DISCLAIMER: The flow test results are based upon information gathered at the time the test was performed. The variability of the water system due to changes in usage, demand and operating conditions precludes guarantee that expectations regarding available pressures and flows will be exacting. Projected flow beyond the observed flow is only an estimation. Aclbbemarle(ounty w Service Auth&rity Hydrant Flow Date of Report 2/18/2022 �"n •�°°" Test Report rTA5l 169 SpdUedp Read GIdnM1MnIIP. VA 22911 la:u197 '. Location ALBEMARLE HEALTH AND REHAB Pressure Zone URBAN RING Date and Time of Test 2/18/2022 10:19:00 AM Minutes of Flow � 2 Pipe Size (Inches) 10 Pressure Hydrant 12685 Static Pressure (psi) 35.3 Residual Pressure (psi) 35.9 ❑ Q20 Looped ❑ Q20 Multiple Inline Hydrants ©Q20 Single Flow ❑ Sprinkler Test Single Flow Flow Hydrant #1 12686 Pitot Pressure #1 (psi) 24.9 Yellow 1 ® Test Flow 1 831 Flow Hydrant #2 Pitot Pressure #2 (psi) � Yellow 2 ❑ Test Flow 2 Flow Hydrant #3 Pitot Pressure #3 (psi) Yellow 3 ❑ Test Flow 3 Total Estimated Flow (gpm) 831 AWWA Q20 Calculation (gpm) (No value in Q20 indicates insufficient pressure drop for MOOR a sale sprinkler teat.) Comments Dual flow test. 11136 and 12686 were opened simulaneously. For method of nlalmng pineal with a read Pollartl diffuser: see eq. 13, WabHarld LiMsartltle 1990 Journal Management and Operations AWWA, Poryellow Pollard diffusers, a bestatehird arderlsoMlamial equation oFthe PoIIaN flow vs. picot pressuregauge, is used. Estimated Consumption (gal) 1662 For use for water audit Signature of Tester RESIDUAL PRESSURE RESULTS (PSI) FLOW SCENARIO JUNCTIONS HYDRANTS J-1 J-2 J-3 H-1 H-2 H-3 H4 H-5 H-6 ELEVATION (FT) 584.4 586.9 584.4 556.0 557.0 564.0 588.0 586.4 584.3 STATIC 27.0 26.0 27.0 39.3 38.9 35.9 25.5 26.2 27.1 AVERAGE DAILY DEMAND (ADD) 27.0 26.0 27.0 39.3 38.9 35.9 25.5 26.2 27.1 MAXIMUM DAILY DEMAND (MDD) 27.0 26.0 27.0 39.3 38.9 35.9 25.5 26.2 27.1 PEAK HOURLY DEMAND (PHD) 27.0 26.0 27.0 39.3 38.9 35.9 25.5 26.2 27.1 MDD + SPRINKLER DEMAND 26.7 25.7 26.6 39.0 38.6 35.5 25.2 25.9 26.7 MDD + REQUIRED FIRE FLOW DEMAND 22.6 22.0 21.9 36.6 35.5 31.9 20.8 22.2 22.0 AVAILABLE FIRE FLOWS (NON -SIMULTANEOUSLY) FLOW SCENARIO HYDRANTS H-1 H-2 H-3 H-4 H-5 H-6 ELEVATION (FT) 556.0 557.0 564.0 588.0 586.4 584.3 AVAILABLE FIRE FLOW* (GPM) 2,816 2,375 2,133 1,799 2,393 1,851 PRESSURE AT FIRE FLOW NODE (PSI) 29A 30.4 28.7 20.0 20.1 20.1 MINIMUM PRESSURE DURING FIRE FLOW (PSI) 20.0 20.0 20.0 20.0 20.0 20.0 NODE OF MINIMUM PRESSURE H-4 H-4 H-4 H-4 J-2 J-3 *AVAILABLE FIRE FLOW IS CALCULATED, NON -SIMULTANEOUSLY, DURING THE MAXIMUM DAILY DEMAND AT A SYSTEM MINIMUM RESIDUAL PRESSURE LIMIT OF 20 PSI. PIPE REPORT LABEL LENGTH (FT) DIA (IN.) P-1 454 10 P-2 346 10 P-3 109 8 P-4 81 8 P-5 350 8 P-6 139 10 P-7 445 10 P-8 4 6 P-9 896 6 ECENo +arz 1521 CSA Hydrant InService, Ownership ,T46 Not In Service, ACSA Ownetl Aem b .a Not In Service, Private Ownershi 1468 In Service, Private Ownership O In Service, ACSA Owned '6g ACSA Water Service ACSA Fire Line W� CSA Water Main 640. wnership ^O 2 ACSA p0 v Test Hydrant Private Ownership 1268 AsA Water Main tility Type 1116 6'. Potable Water 113 Raw Water 266 266 City Water Lines Parcels ,649 Flow Hydrant Test Hydrant ,TST 268 zres 113 c, a K 54A 2Tz4, x7x0 2722 m zT1a zux Flow Hydrant hh �xez4 a u4 ytiL 2620 2618 n' 2616 � S ^ � 2633 / -6�.i 2076 �B Z 2631 2623 12'41-46 S64 _ �2 20]0 26291 621 20]6 20]2 s�is �d 9 ! „7 4 28,9 261] OISCUIMER U6•Ies, abu Law, bl Ileea and all apW�nances indicated a this map am intended for peneml IeyoW�ntl rererenca lacellon onry TMepdmanadnot nrentletl axemy omer use than forprel'mnar, Manning road general budan purposes The Wines shown on Nb map are believed to be expands, N Jyy,���yyy ( illUl L Ill IC 1 II II II II r L*•r■_ �, �I hei recent Wllby lmp yslem changes may have been updated since the 6meofmupdmaut Mycommit pwrephy oranmen or any defi Lon of phywal property lines b on only I boundaries m I general Mamwtlananlyand l act low use Forth w E $ r II01 f IllllC• N- II71 lC lu• ervice�Aut brit l dmgn,md wn r' p ants al real pm pWindeus id 9 n. tl�gn maa? iwn or anst ornaod cot UCMtheory for specific unity mreeona 0 80 A - g ry®C mmonwealmoMMInle 160 240 320 l if III = �. ��h �I planmeNc ePric eM a County ofAl�made Feet :�� s. - - - ACSASfanMM/DOI20YY , o E IL�o N U N Q C E ,3 O _m 0 3 m � o? • • � N 0 • � N � • N M is D X O �a � v C N C Ol O N r_ v a M d � GO J o w W � Z ~O} U � i-I U Z O 0 � Z N OO N 'qT o v N I- RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 TH OF � BRUCE W. STRICKLAND JR. tZ Lie. No. 056612 � Ado 5�20�2022 l IONAL �G V J J W J Q Z J Q o o U _ = U J � L7 Q p z � w 2 W g � JZ w� W SHEET W1.1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 ­FE _